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Tender Value
₹14.3 Cr
EMD Value
₹14.3 L
Closing Date
27 Mar 2026, 6:00 pmClosed
Dy. Commissioner, South Zone-B (Kanakpur)
Construction of Various types of Civil, Electrical and Landscape works of lake Garden Development at Survey/Block No.60 and 63, Moje:Sachin in South Zone-B (kanakpur), Surat. (2ND ATTEMPT)
287241
DMC/SZ-B/24/ 2025-26,Work No. 01
Open
Civil Works
Surat
3 documents required · 3 mandatory
₹21,240
Commissioner, Surat Municipal Corporation
₹14.3 L
17 Mar 2026
17 Mar 2026
17 Mar 2026
27 Mar 2026
17 Mar 2026
Excavation for foundation including sorting out and stacking off
3 useful materials and disposing of the excavated stuff up to 50 mt.
lead and all lift, watering etc.comp.
Preparation of subgrade with compacting, Leveling and
consolidation of subgrade with miniroller/plate vibrator machine
including watering and filling in depression occur the process as
directed by engineer in charge.
Providing & laying Granular Sub Base confirming to Grading II of
Table 400.2 of compacted th. Of 150 mm with specified graded
stone metal and sand mixed in place and laid with mechanical
5 means spreading with motor grader and compactiong with 0.00 1418.04 C.M. -
vibratory roller having miimum 80-100 KN static weight to achieve
desired dencity of 98 % of MDD including all material, labour,
machinery with all leads and lifts etc. comp.
Providing & laying or Fixing of River pebbles (Size as per
Architect/Consultant Suggesion and instruction) with specified
graded stone metal and sand mixed in place and laid with
6 mechanical means spreading with motor grader and 0.00 19746.00 M.T. -
compactiong with vibratory including all material, labour,
machinery with all leads and lifts etc. comp. with conveyency
charges etc.as per directed by engineering incharge.
Providing and filling rubbles including hand packing and filling
interstices with quarry spalls behind abutments and between
returns as directed.
R & B SOR. CH-27 27006A
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed
stone agg 20m.m Nominal size)&curing comp. Excl. cost of form
work in :(a) foundation & Plinth
Providing and laying cement concrete 1: 4: 8 (1 cement : 4coarse
9 sand :8 graded stone aggregates 40 mm nominal size) and curing
complete exxcluding cost of formwork in:
(A) Foundation and plinth 0.00 2680.21 C.M. -
Filling in trenches with available excavated earth in layer not
10 exceeding 20 cm in depth consolidating each deposited layer by 658.00 130.39 C.M.
ramming & watering
Providing & filling in plinth with yellow soil/Good Quality Garden
11 Soil(Free From Inert Material) or selected soil in layers of 20 cm. Th'. 5680.00 289.06 C.M.
Incl. watering, ramming & consolidation etc. complete.
Providing and filling in foundation and plinth with available of
Mixed soil or selected soil in layers of 20 cm. thickness including
watering, ramming and consolidation as directed by engg.
incharge etc. comp.
providing and laying 200 micron (LDPE) plastic sheet on prepared
sub base as per instruction of Engg. In charge etc. complete.
Supplying & filling fine sand(pana) in 75 mm / 100 mm / 150 mm
compacted thickness over the base including necessary
14 compaction, watering etc. complete. Item includes leveling by 728.00 413.09 C.M.
using vibratory plates compacted machine and as directed by
engineer in charge
Providing and fixing c.c m-20 grade (Size 300mm X 380mm)
purchased from SMC's approved paverblock manufacturer &
setting in line level and in truly vertical postion, including filling
joints in C.M. 1:1 (1 part of cement : 1 part of stone dust ) smooth
pointing in C.M. 1:1 ( 1 part of cement : 1 part of coarse sand)
including watering etc. complete and as directed by engineer in
charge. CHAMFERD EDGE KERB (size & colour as per
Architect/Consultant Instruction & Suggesions)
R.C.C kerb 300 mm Width, 125 mm Thickness and 380 mm Height 0.00 605.00 R.MT -
Providing 125mm th. Ready made Vacuum wet Pressed c.c. kerb
of strength M-25 (Size 60 Cm x 45 Cm X 12.5 cm) bull nose kerb
approved Brand paverblock manufacturer & setting in line level
and in truly vertical postion, including filling joints in C.M. 1:1 (1 part
of cement : 1 part of stone dust ) smooth pointing in C.M. 1:1 (
part of cement : 1 part of coarse sand) including watering etc.
complete and as directed by engineer in charge. (R.C.C kerb
mm Height and 125 mm Thickness)
Providing 125 mm th. Ready made Vacuum wet Pressed c.c. kerb
of strength M-25 (Size 60 Cm x 30 Cm X 12.5 cm approved Brand
manufacturer & setting in line level and in truly vertical postion,
including filling joints in C.M. 1:1 (1 part of cement : 1 part of stone
dust ) smooth pointing in C.M. 1:1 ( 1 part of cement : 1 part of
coarse sand) including watering etc. complete and as directed
by engineer in charge. (R.C.C kerb 300 mm Height and 125 mm
Providing 100mm thick readymade C.C. kerb of strength M-20 (size
300mm x 380mm) purchased from SMC's approved paverblock
manufacturer & setting in line, level and in truly vertical position,
18 including filling joints in C.M. 1:1 (1 part of cement : 1 part of stone 2745.00 228.00 R.MT
dust) smooth pointing in C.M. 1:1 (1 part of cement : 1 part of
coarse sand) including watering etc. complete and as directed
by engineer in charge.
Providing 150mm th. Ready made Vacuum wet Pressed c.c. kerb
of strength M-25 (Size 60 Cm x 77.5 Cm X 15 cm) bull nose kerb
approved Brand paverblock manufacturer & setting in line level
and in truly vertical postion, including filling joints in C.M. 1:1 (1 part
of cement : 1 part of stone dust ) smooth pointing in C.M. 1:1 (
part of cement : 1 part of coarse sand) including watering etc.
complete and as directed by engineer in charge. (R.C.C kerb
mm Height and 150 mm Thickness)
Providing interlocking type Rubber moulded cement concrete
paver block of approved shape, design & colour having 60mm
thickness (M-35) purchased from SMC's approved paverblock
20 manufacturer only & fixing of fine sand bedding. Item includes 10.00 524.00 S.M.
levelling by using vibratory plates compacted machine. Item also
includes all materials, labour, equipments, tools, plants, watering,
cleaning etc. complete. (With colour)
Providing and Fixing interlocking M-35 60 mm thick HSF & ETF paver
block The paver block is fixing on 75mm thik.sand bed in proper
21 line,level with watering and compaction etc. as per directed by 130.00 756.00 S.M.
engg. and architect (size & colour as per Architect/Consultant
Instruction & Suggesions)
Providing and Fixing interlocking M-35 75 mm thick paver block
Grass/eco paver The paver block is fixing on 75mm thik.sand bed
22 in proper line,level with watering and compaction etc. as per 10.00 999.00 S.M.
directed by engg. and architect (size as per Architect/Consultant
Instruction & Suggesions)
Providing and Fixing interlocking M-35 60 mm thick Cobble Square
paver block The paver block is fixing on 75mm thik.sand bed in
23 proper line,level with watering and compaction etc. as per 670.00 1085.00 S.M.
directed by engg. and architect (size & colour as per
Architect/Consultant Instruction & Suggesions)
Provideing and laying EPDM ( Ethylene Propylene Diene
Monomer) in multi colour Water Resistance,Durable, UV Stable,
High & Consistent Quality Product Density 1.6+-0.05 G/CM3,
Hardness 60+-4.5 SHA, Tensile strenth > 5M Pa, Elongation at break
500%, Bulk Density (1-3.00 mm Approx), 670 g/dm3, polymer
content > 22%, uv resistant 4 grey scale rating, Flammability - HB.
Total Thickness 35MM (First Layer of 29mm Thick Black SBR &
Second Layer of 6MM Thick ColourEPDM)
Providing and Fixing 60 mm thick Flagstone in size as per officer
incharge. The flagstone is fixing on 75mm thik.sand bed in proper
line,level with watering and compaction etc. as per directed by
engg. and Architect/Consultant Instruction & Suggestions
Providing & laying cement concrete Pavement using 1:1.5:3 (1
cement:1.5 sand:3 graded stone agg. 20 mm nominal size) &
Vaccuum Dewatering technique including floating surface with a
skim powder floater, curing etc. complete.
Internal road 131.00 5981.00 C.M.
Providing & laying Mud cement concrete Pavement using
1:1.5:3:1 (1 cement:1.5 sand:3 graded:1 Mud Soil stone agg.
mm nominal size) & Vaccuum Dewatering technique including
floating surface with a skim powder floater, curing etc. complete.
Internal road 0.00 5179.08 C.M. -
Cutting of Groove 5.00 mm th. In VDS for depth of 2/3 of total
thickness with filling of Bitumen
Providing and fixing TMT FE-500 bar reinforcement for R.C.C. work
including binding and placing in position etc. comp.
Upto G.L./P.L. 37280.00 76.21 Kg.
Uncoursed rubble masonary with hard stone of approved quality
30 in foundations and plinth in cement mortar 1:6 (1 Cement : 6 270.00 2500.01 C.M.
sand) including leveling up etc. complete.
Pointing on Coursed stone masonary with cement mortar 1:3
(1cement : 3 Sand) ---(A) Flush Pointing
Providing and Fixing Of M.S. cycle Stand As Per Architect
Suggesion & Insutructuins & Drawings.
Providing and Fixing Of Sculpture & Mural Weight 100 to 120 KG As
Per Architect Suggesion & Insutructuins & Drawings.
providing and laying of Cement Mortar 1:4(1-Cement: 4- fine sand
34 ) Includ.cost of form work but exclu. Cost of reinforcement for 0.00 2835.33 C.M. -
reinforced concrete work.
Under Ground water Tank : Providing and laying ordinary C.C.
1:1.5:3 mix for R.C.C. work including boxing centering,vibrating,
curing and mixed with approved water proofing cement
compound or "CEMWET" or "PIDICRETE LW" intergral water
proofing addmixture as water proofing agent to be mixed with
kgs. cement bags shall be as recommended by the manifacture
of the water proofing material, concrete work for top, bottom slab
and side pardi for underground tank and item inclusive necessary
excavation and refilling the available earth, 15 cm th C.C. 1:4:8
for bedding conc., half B.M. in C.M. 1:4 outside wall, inside pardi as
per design, 10 mm th water proffing cement plaster in C.M. 1:3
with smooth finishing, watering etc. comp. to all inner face of tank
curing etc. comp. incl. PVC steps, outlet , inlet, over flow and
wash out pipe arrangment as necessary with M.S.Cover of 25 Kgs.
with locking arrangement fixing glazed tiles of approved make
such as Orient, Kajaria, Jhonson,Nitco,Somani ,Bell or equivalent
make of commercial quality of approved colour and size to sides
and bottom of water tanke xcluding free board of 20 cm etc. as
per structural drawing excl. steel and as directed by Engr. in
Providing and laying white glazed tiles 6mm thick in flooring treads
of steps and landing laid on a bed of 12mm thick cement mortar
1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white
Providing & Laying white glazed tiles 6mm. th. of Orient, Kajaria,
Jhonson,Nitco,Somani ,Bellmakeat all floor levels, in flooring,
37 treadsof steps&landings 36.00 857.42 SM
laidonabedof12mm.Av.Th.C.M.1:3(1cement :3sand) finished with
flush pointing in white cement etc.com. For all floors
Providing&constructionsimplechamberof23cm.
th'B.B.MasonaryinC.M 1:5withcement plaster15mmth' inC.M.1:3
inside&outside toexposed faces,R.C.C. topslabwith1:2:4mix (
38 1cement: 2Sand : 4Gradestone aggregate20mmsize) 60.00 2932.93 No
,Foundationconcrete1:5:10&fixingC.I. coverwith frametobenot
lessthan38kg.Ontopetc.comp. Insidedimension,455x 610 mm &450
mm deep for single pipe
Providing, Lowering & laying of Readymade M-25 Vacuum wet
Pressed Water Drain (Dished) Channel (600 x 300 x 100 mm )
approved Brand manufacturer & setting in line level and in truly
39 vertical postion, including filling joints in C.M. 1:1 (1 part of cement 1000.00 703.00 RM
: 1 part of stone dust ) smooth pointing in C.M. 1:1 ( 1 part of
cement : 1 part of coarse sand) including watering etc. complete
and as directed by engineer in charge.
Providing, Lowering & laying joining R.C.C NP2 CLASS pipe in C.M
40 1:1 of following nominal internal diameters incl. Testing of pipes
and joints etc. Comp
Providing and Supplying ISI standard R.C.C. pipes (of Sulphate
Resisting Cement) in standard lengths of following class and
diameter suitable for either collar joints or rubber ring joints
including all taxes, insurance, transportation, freight charges,
octroi, inspection charges, loading, unloading, conveyance to
department stores, stacking etc. complete.(IS 458 / 1989)
Lowering, laying and jointing RCC pipes in C.M. 1:1 of following
diameters in proper position, grade and alignment at all level as
directed by Engineer-in-charge including conveyance from stores
to site of work, labour, giving hydraulic testing as per ISI code. -
Class NP3 Test Pressure 0.7 Kg. / sq. cm.
NP3 Class RCC Pipe
(iii) 350mm dia 5.00 1709.45 RM
Providing & Fixing 3 mm thick metal sheet with CNC cutting to fix it
on vertical surface.Steel work welded in built up sections, framed
work including cutting, hoisting, fixing in position and applying a
42 priming coat of red lead paint in beams & joists channels angles, 20.00 2677.00 S.M.
tees, flats with connection plates or angle cleats as in main &
cross beams, hip & trussed purlins connected to common raffers &
Providing & Fixing of 100mm dia M.S. Bollard height 900mm at
43 fixing with nessasory hardwares incl. cleaning the surface of all dirt, 2.00 2730 Nos.
dust & other foreign matter etc. Comp.
Demolition including stacking of serviceable materials with all
lead and lift. (i)) RCC Work
Demolition of brick work and stone masonry including stacking of
45 serviceable materials and disposal of unserviceable materials with 0.00 550.4 CM -
all lead and lift. (i) In Cement Mortar
Removing and scraping of old deteriorated plaster of any
thickness from wall / RCC member including stacking of
serviceable material and disposal of unserviceable from site of
work with all lead and lift.
Providing and Fixing Of Water Curtain Foutain including (China
mosaic tiles, water proofing, pardi, reinforcement, plumbing work,
47 mortor etc. relevant accessories to be added in item description) 1.00 320574 Nos.
of 1 HP. motor With Plumbing Work As Per Architect Suggesion &
Insutructuins & Drawings.
Providing and fixing of Floating Fountain With Lights Material
Ceramic Shaft and Bearings, Plastic with domestic monoblock
water pump with 0.25 H.P. motor, suitable for operation on
volts 50 c/s. AC supply with metallic flange, delivery and
discharge of 32 LPM at 10 mtrs.head.with 1.50 Sq.mm 3 core
Mtr Wire. With Digital Timer Electro power Make
Providing and fixing decorative sculptures (custome made) of
Altra Resins Thickness 3mm To 5mm or Cement material and iron
materil and fixing them properly at places & Item incl. necessary
excavation & refilling the available earth, 15 cm th' C.C 1:4:8 for
bedding concrete and concrete foundation with all fixtures etc.
as per detail drawing and instruction of Architect/Engg. Incharge.
Filling in Red soil as aproved by engineer in charge For Red Soil
layers in including watering, ramming and consolidating and
50 achieving required density soil must have property of not eroding 100.00 1050 C.M.
,holds water and soft. The rate includes all labour and machinary
and spreading in layers and transportation complete.
Total amount of Part - 1A
Total amount of Part - 1A
PART1B - ENTRANCE GATE
Excavation for foundation includ.sorting out & stacking of useful
1 materials & disposing of the excavated stuff upto 50 mt. Lead & all
lift, watering etc. Comp. (A) Loose or Soft soil-With Manual Labour
(A) loose or soft soil
Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles) &
disposal of the surplus excavated soil as directed within a lead of
50 M. For following diameter of piles. (2) 250 mm
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed
3 stone agg 20m.m Nominal size)&curing comp. incl. cost of
(A) Foundation and plinth 15.00 3005.76 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M25 Design mix concrete as per IS 456:2000
4 (latest revision) and as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement.:
(A) foundation, footing, base of columns and mass concrete 14.00 4180.62 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M25 Design mix concrete as per IS 456:2000
5 (latest revision) and as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement.:
(1) Having cross sectional area upto
upto G.L./P.L. 2.00 12587.74 C.M.
(2) Having cross sectional area more than 0.085 and up to 0.12 sq.
upto G.L./P.L. 4.90 11136.62 C.M.
(3) Having cross sectional area more than 0.12 sq. mt.
upto G.L./P.L. 0.00 9190.79 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M25 Design mix concrete as per IS 456:2000
(latest revision) and as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement.:
(1) Having cross sectional area upto 0.08 sm.
upto G.L./P.L. 0.30 8994.86 C.M.
(2) Having cross sectional area more than 0.08 sq. mt and upto
upto G.L./P.L. 1.00 8075.85 C.M.
(3) Having cross sectional area more than 0.12 sq.mt.
upto G.L./P.L. 0.00 6999.09 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing Cement Concrete M25 Expose work as per IS
456:2000 (latest revision) as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement. '( C1 ) RCC Pardi
upto G.L./P.L. 9.00 7914.24 C.M.
Providing & fixing TMT FE 500 Bar reinforcement for R.C.C. work
incl. bending, binding & placing in position etc.comp.
Upto G.L./P.L. 6981.00 76.21 Kg.
Providing and constructing brick work using fly ash building bricks
having crushing strength not less than 35 kg/sqcm. in foundation
and plinth in cement mortar 1:6 (1 cement :6 fine sand) etc.
upto G.L./P.L. 10.00 4237.00 C.M.
Filling in trenches with available excavated earth in layer not
8 exceeding 20cm in depth consolidating each deposited layer by 106.00 130.39 C.M.
ramming & watering
Filling in foundation and plinth with yellow or selected soil in layer
9 of 20 cm thickness including watering ramming and 38.00 289.06 C.M.
consolidationg etc.comp.
Providing & Applying 20mm. Th. Roller plaster on walls or similar
surfacesat all floor levels consisting of 12 mm av. Th. Backing coat
of C.M. 1:3 (1cement:3 sand) & 8 mm. th. Finishing coat of C.M. 1:1
(1 cement: 1 sand)apply thick cement slurry and apply roller
horizontal as well as vartical (two times ) up to good quality and
size of grain in elevation as perdirected by engineer incharge.
upto G.L./P.L. 57.00 324.00 S.M.
Total amount upto plinth (A)
Total amount upto plinth (A)
(B) WORK ABOVE PLINTH LEVEL
Providing, mixing, placing, compacting by machine vibrator,
curing, testing Cement Concrete M25 Expose work as per IS
11 456:2000 (latest revision) as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement. (A) Columns :
(1) Having cros sectional area upto 0.085 sq. mt
Ground Floor 0.00 14519.60 C.M.
Terrace Floor 0.00 14519.60 C.M.
(2) Having cros sectional area more than 0.085 sq. mt and upto
Ground Floor 8.50 12513.80 C.M.
Terrace Floor 1.00 12513.80 C.M.
(3) Having cros sectional area more than 0.12 sq.mt.
Ground Floor 0.00 10163.67 C.M.
Terrace Floor 0.00 10163.67 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing Cement Concrete M25 Expose work as per IS
456:2000 (latest revision) as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement.( B ) Beam:
(1) Having cross sectional area up to 0.08 sq. mt.
Ground Floor 0.00 10717.09 C.M.
(2) Having cross sectional area more than 0.08 sq. mt and upto
Ground Floor 13.00 9453.03 C.M.
(3) Having cross sectional area more than 0.12 sq.mt.
Ground Floor 0.00 7971.98 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing Cement Concrete M25 Expose work as per IS
456:2000 (latest revision) as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement. (C) Slab:
Ground Floor 14.00 6755.99 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M25 Design mix concrete as per IS 456:2000 (latest
revision)and as per tender specification in all items including cost
of formwork and rendering but excluding cost of reinforcement
Ground Floor 1.00 9419.25 C.M.
Ground Floor 0.50 6913.25 C.M.
Providing & fixing TMT FE 500 Bar reinforcement for R.C.C. work
incl. bending, binding & placing in position etc.comp.
Ground Floor 5420.00 76.21 Kg
Terrace Floor 180.00 77.21 Kg
Providing and constructing Expose red brick work using Expose red
brick bricks having crushing strength not less than 75 kg/sqcm.
including cutting, curing, fixing with 10 to 12 mm groov in cement
mortar 1:4 (1 cement :4 fine sand) etc. comp
Ground Floor 20.50 17624.00 C.M.
Providing & constructing Half brick masonary in Fly Ash bricks
14 having crushing strength not less than 35 kg/sq.cm in c.m 1:4 (1
cement: 4 sand) curing etc complete.
Ground Floor 0.00 719.57 S.M.
Providing & Applying 10mm.th.cement plaster in single coat on
brick/ concrete walls similar surfaces for plastering & finished even
15 & smooth with a floating coat of cement slurry mixed with
admixture of lime or neeru in required proportion etc. comp. in
C.M 1:3 (1 cement : 3sand)
(A) for wall and similar surfaces
Ground Floor 82.00 189.79 S.M
Terrace Floor 0.00 217.93 S.M
(B) for ceilings and soffits of stairs
Ground Floor 109.00 214.60 S.M
Terrace Floor 0.00 242.74 S.M
Providing & Applying 20mm. Th. Roller plaster on walls or similar
surfacesat all floor levels consisting of 12 mm av. Th. Backing coat
of C.M. 1:3 (1cement:3 sand) & 8 mm. th. Finishing coat of C.M. 1:1
(1 cement: 1 sand)apply thick cement slurry and apply roller
horizontal as well as vartical (two times ) up to good quality and
size of grain in elevation as perdirected by engineer incharge.
All Floor 11.00 324.00 S.M
Providing 35 mm wide throating or plaster drip and moulding it to
R. C. C. chajja etc. comp.. For all floor Market Rate.
Providing and applying 20mm. thick cement plaster patta of c.m.
1:3 ( 1cement : 3 sand ) etc. comp.
All Floors 40.00 50.00 R.M
Providing 20 mm deep finished groove in plaster in line and level
All Floor 100.00 50.00 R.M
Providing and laying polished Kota stone slab flooring over 20mm
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse
sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and
jointed with grey cement slurry mixed with pigment to match the
shade of slab including rubbing and polishing etc. complete.
All Floor 0.00 989.45 S.M
Providing and laying polished kota stone slab 25mm thick in risers
of steps,skirting Dedo and pillars laid on 10mm thick cement
21 mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray
cement slury mixed with pigment to match the shade of slab
including rubbing and polishing etc. complete.
All Floor 0.00 1076.94 S.M
Providing & laying granite slab 18mm thick in flooring, treads of
steps and landing laid on bed of 20mm thick cement mortar 1:6 (1
22 Cement : 6 coarse sand) or lime mortar 1:1.5 laid and finished with
flush pointing in white or colour cement including rubbing and
polishing complete. (Basic Rate:- Rs.1614.0/S.M.)
Ground Floor 29.00 2410.00 S.M.
Providing & laying granite slab 18mm thick in skirting, risers of steps,
dedo and pillars laid on 10mm thick cement mortar 1:4 (1 Cement
23 : 4 Coarse sand) and finished with flush pointing in white or colour
cement including rubbing & polishing comp.. (Basic Rate:-
All Floor 3.00 2449.00 S.M.
Providing & laying granite slab 18mm thick in Window-Door seal
Frame Etc laid on 10mm thick cement mortar 1:4 (1 Cement :
24 Coarse sand) with nessary adhesive material and finished with
flush pointing in white or colour cement, including rubbing &
polishing comp.. (Basic Rate:- Rs.1200.0/S.M.)
All Floor 7.00 2026.00 S.M.
(A) Labour Charges For Half Round Edge For Granite 0.00 85.00 S.M.
(B) Labour Charges For Quater Round Edge For Granite 0.00 51.00 S.M.
(C ) Labour Charges For Edge Finished For Granite 55.00 43.43 S.M.
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm
(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)
on new surface or fixing on existing flooring by adhesive material
including dismentaling of existing flooring and jointed with color
cement slurry including finised with flush pointing & cleaning the
surface etc. complete for antiskit
Ground Floor 22.00 1383.99 S.M
Providing and laying Vitrified tiles 8 to 10 mm thick, 24" x 24" in
flooring treads of steps and landing laid on a bed of 12mm thick
cement mortar 1:3 (1 cement : 3 coarse sand) finishing with flush
pointing in white cement.
All Floor 90.00 1040.35 S.M
Providing and fixing FRP FRAME size 125 x 65 mm and 35 mm thick
FRP shutter with wood grain raised panneled design finish shutter
having extra reinforcement on sides & edges in Gel coat finish. The
core of the shutter & frmae is to be filed up with injected
polyurethene foam done in situ along with embedded wooden
27 pieces for stiffening & also taking hinges & fixtures. The whole FRP
frame & shutter is to be water proof weather proof,termite proof
&resistance to mild acid/alkali. Rates are to be inclusive of
S.S.hinges with fastener sleeve & alluminium fixtures & fastentings.
Product should have 3 years performance guarantee and
company have ISO 9001-2000 certificate.
Ground Floor 0.00 2019.98 S.M
Providing & fixing 35mm.th. Flush Door Solid Double Core type Both
Face water proof Ply Vennered & 1.5 mm th.laminate shall be
pasted on both side with adhesives as specified by the
28 manufacturers. The laminate shall be as per approved shade & 4.50 3720.00 S.M
texture, of make incl. Sal wood frames of finished size 12cm x
7cm.incl. S.S. Hinges with nessary screws & Anodized aluminum
fixtures & fastenings For all Floor
Providing and fixing window having extruded aluminium Powder
Coated section frame main outer size 63.50 x 38.10 x1.95 mm (of
Jindal section no.4605, @ Wt. 1.094Kg/mt) horizontal Two track
member size 61.85 mm x 31.75 mm x 1.20 mm (of jindal section
no:8687, @ Wt. 0.695 Kg/mt.) vertical member of size 61.85 mm x
31.75 mm x 130 mm (of jindal section no:8758 @ wt. of 0.659 kg/mt)
with sliding shutters of horizontal member size 40 mm x18 mm x
1.29 mm ( of jindal section no:8949, @ Wt. of .456 Kg/mt) vertical
member of size 40 mm x 18 mm x 1.29 mm (of jindal section
no:8947, @ Wt. of 0.456 Kg/mt/section 8948, @ Wt. of 0.457 Kg/mt)
with 5 mm thick tranparent bronze colour tineted float glass with
powder coated aluminium fittings and fixtures and transparent
silicon sealant glass fixing to frame as per details etc. complete for
window. (A) Same as above but Colour anodized
All Floor 8.00 2140.33 S.M
Providing and fixing standared extruded of alluminium section of
size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour
Powder Coated alluminium frame for ventilation with 5 mm thick
frosted glass as details etc complete for Ventilation
All Floor 0.00 2414.00 S.M
Providing and fixing M.S. grills of required pattern to wooden
frames of windows etc. with M.S. flats at required spacings and
frame alround, square or round bars with round headed bolts and
nuts or by screws (A) Plain Grill.
Painting two coats (excluding priming coat) on new steel and
other metal surface with enamel paint, brushing, interior to give
32 an even shade including cleaning the surface an even shade
including cleanicn the surface of all dirt, dust and other foreign
(A) For plain grill For all Floor 18.00 65.31 SM
Apply two coats of Birla or Asian acrylic lappy (putty) and two
coats of primer of approved brand and manufacture on new wall
33 surface to give an even shade including thoroughly brushing thr
surface free from mortar dropping and other matter and sand
papered smooth.
(A) for wall and similar surfaces 82.00 79.39 S.M
(B) for ceilings and soffits 109.00 79.39 S.M
Wall painting with two coats of acrylic emulsion plastic paint of
approved brand over existing surface to give an even shade &
surface free from mortar dropping & other foreign matter & sand
papered smooth etc. comp.
(A) for wall and similar surfaces 82.00 78.60 S.M
(B) for ceilings and soffits 109.00 83.96 S.M
Providing & applying two coats of weather shield max paint (3
coats may be required in case of darker colours.)of ICI Dulux or
Apex Ultima of Asian Paint including applying exterior acrylic
primer coat as per manufacturers specification and directions in
shade and colour approved by architects, on exterior surfaces of
the building including scaffolding, preparing the surface, watering,
curing etc. complete and as directed by the architects and
Surface Preparation :
surface is thoroughly clean, dry and free from all loose dirt, chalk,
grease, fungi, algae and flaking paint. This can be achieved by
brushing with a wire/ stiff coir brush, followed by water jetting if
required. Fill up all minor cracks and defects with white cement
and sand mixture in the ratio 1:3. For application on previously
painted wall, previous coatings of paint must be thoroughly
scraped off and Clean the surface thoroughly using wire brushes.
Apply a liberal coat of exterior acrylic primer and allow it to dry for
4-5 hours. Application of putty is not recommended.
Minimum 4-6 hours duration is required between each coat of
weather shield max paint
MS Box Section Steel work welded in built up sections, framed
work including cutting, hoisting, fixing in position and applying a
priming coat of red lead paint (A) in beams & joists channels
36 angles, tees, flats with connection plates or angle cleats as in 6865.00 126.00 Kg.
main & cross beams,hip & trussed purlins connected to common
raffers & the like. including necessary hardware and labour
etc.complete & instructed by in EIC & Architect.
Providing and fixing Staainless steel (Garde 304) railling made of
Hollow Tubes,Channels, plates Polising and making curvature
(Whereever Required) and fitting the same with necessary stainess
steel Bolts etc. of required size, on the top of the floor or the side of
waist slab with suitable arrangement as per approval of EIC. ( For
payment perpose only weight of stainless steel member shall be
consider excluding fixing accessories such as nuts, bolts, fastners
Total amount of Ground floor (B)
Total amount of Ground floor (B)
(C) WATER SUPPLY AND SANITARY ITEMS
Providing and fixing PVC SWR Nahni trap IS 14735 for drain -
110x110 mm diameter with jali of the following nominal diameter
of self cleaning design with C.I. scread down or hinged grating
including the cost of cutting and making good the walls.
All floor 2.00 558.36 No
Prov. & Fixing S.W. Gully trap with C.I.grating brick masonary (C.M
1:5)chamber & water tight C.I. cover with frame of
39 300mmx300mm size (inside) with weight includ. plastering smooth 2.00 1292.19 No
inside & outside 15mm. th' in C.M.1:3 etc. comp. (i) Square mouth
traps---(A) 100mm x 100mm Size -P type
Prov. & Fix. 10 cm.x15 cm.(4" x 6") S.W. trap with Inside dimension
,455 x 610 mm & 450 mm deep sewer trap chamber with 23 cm th'
B.B. masonary walls in C.M 1:5 with cement plaster 15 mm th' in
C.M. 1:3 inside & outside to exposed faces, R.C.C. top slab with
1:2:4 mix ( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm
size) ,Foundation concrete 1:5:10 & fixing Precast RCC heavy duty
cover on top etc. comp. for single pipe.(A) Same as above but
precast RCC heavy duty cover instead of C.I cover
Providing & construction simple chamber of 23 cm. th' B.B.
Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3
inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix (
1 cement: 2 Sand : 4 Grade stone aggregate 20mm size)
,Foundation concrete 1:5:10 & fixing Precast RCC heavy duty
cover On top etc. comp. Inside dimension,455 x 610 mm &450
mm deep for single pipe (A) Same as above but precast RCC
heavy duty cover instead of C.I cover
Providing laying (to level or slopes) and jointing reinforced
concrete Light duty non-pressure pipes I.S. class NP2 of the
following internal diameter with collars and butt ends prepared for
collar joints including testing of joints complete.
Providing & fixing U-PVC pipes Confirming to IS no. 13592 (Type "A")
of Prince/Supreme/Jain/Astral/ Tulsi/Finolex make for rain water at
all floor levels incl. fixtures like bends, tees, shoe etc joined with
resin of approved brand & manufacture etc. comp. (M.R.)
Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm
All floors level 4.00 101.91 No.
Providing & fixing Z - clamps at all floor levels of approved design
45 to C.I. S.C.I or PVC pipes including the cost of cutting holes &
making good the wall etc. Complete - 100 mm. dia. (M.R.)(RA- )
NOTE :- (1) The whole work is to be executed through specialized
agency with a guarantee of 10 (Ten) years given on a prescribed
proforma duly stamped (2) The rate shall include for work at all
floors & conducting water proof test as directed. (M.R.)
(A) Providing and laying water proofing treatment to vertical and
horizontal surfaces of depressed portions of W.C.,kitchen and the
like consisting of :
(a) I course of applying cement slurry @ 4.4 kg/sqm mixed with
water proofing compound conforming to IS : 2645 in
recommended proportions.
(b) II course of a layer of plaster in C.M. 1:3 with water proofing
compound confirming to IS:2645 about 25 mm. th' in the floor of
the depression & about 18mm th' On the side walls of the
depression up to the floor level, water proofing plaster about
mm. th' be continued on the walls above the floor level for a
height of 600 mm. with surface suitable to receive further
(c) Finishing top with stone aggregate 10mm to 12mm nominal
size spreading @0.008 C.M./S.M., thoroughly embedad in plaster
as per specifications & instructions of Engineer in charge (Cement
consumption 0.316 Bags / S.M.)
(B) Providing and laying integral cement based water proofing
treatment including preparation of surface as required for
treatment of roofs, balconies, terraces etc. consisting of following
(a) Applying and grouting a slurry coat of neat cement using
kg/sqm of cement admixed with proprietary water proofing
compound comforming to IS:2645 over the R.C.C. slab including
cleaning the surface before tratment.
(b) Laying cement concrete using broken bricks/brick bats 25 mm
to 100 mm size with 50% of cement mortar 1:5 (1 Cement :
Coarse sand) admixed with proprietary water proofing compound
conforming to IS:2645 ,brick bats is finally covered by jointless
cement plaster 20mm th. in C.M. 1:4 added with special water
proofing compound confirming to IS:2645 & top smooth finished
with trowel with false chequered marking of 300 mm.size.The
treatment is carried along the vertical surface of the parapet &
other adjoining wall up to height of about 300 mm in a shape of
quarter round vata Incl. curing etc. Comp. With average
thickness of 120 mm and minimum thickness at khurra as 65 mm.
(c) The whole terrace so finished shall be flooded with water for a
minimum period of two weeks for curing and for final test. All
above operations to be down in order and as directed and
specified by the engineer-in-charge. With average thickness of
120 mm and minimum thickness at khurra as 65 mm. (Cement
consumption 0.511 Bags / S.M.)
Total amount of Plumbing & Sanitation ( C )
Total amount of Plumbing & Sanitation ( C )
(D) INTERNAL ELECTRIFICATION OF ENTRANCE
Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of
sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC
insulated multistrand copper wires, in following type of pipe to be
erected Open/ concealed in/ on surface on wall/ceiling
complete with 6A Modular type switch / bell push & accessories
and earth continuity of following type, erected on PVC / Metallic
box, single mounting base frame covered with textured/metallic
front plate modules erected on / in wall / ceiling as per pipe
erected, with necessary Lamp holder/ ceiling rose /
H.D.Connector as directed.
(a) with medium class Rigid PVC pipe and accessories - Cat III
Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm
(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated
multistrand copper wires, in following type of pipe to be erected
Open/ concealed in / flushed on wall/ceiling complete with 6A
Modular type switch and hum free EME four or more step type
electronic fan regulator with separately mounted and
accessories with earth continuity of following type erected on PVC
/ Metallic box, single mounting base frame covered with
textured/metallic front plate modules erected on / in wall / ceiling
as per pipe erected. with necessary ceiling rose / H.D.Connector
as directed. (a) with medium class Rigid PVC pipe and accessories
Point wiring for Individual Plug with & earthwire of 1.5 sq.mm
(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated
multistrand copper wires, in following type of to be erected
concealed in / on surface of wall / ceiling complete with Modular
type switch & 5 pin Plug erected on PVC / Metallic box covered
with appropriate front plate modules erected on / in wall / ceiling
as per pipe erected with following type of accessories. (a) with
medium class Rigid PVC pipe and accessories
3 [I] For 6A Plug with 2-1.5 sq.mm Cu. Wire Cat. III 0 444.23 Pt
4 [II] For 16A Plug with 2-2.5 sq.mm Cu. Wire Cat. III 0 668.48 Pt
Point wiring for Looped Plug with 6A Modular type switch & 5 pin
socket erected on PVC / Metallic box, single mounting base
5 frame covered with textured / metallic front plate modules 2 240.52 Pt
erected on / in wall / ceiling with following type accessories Cat.
Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded
Copper conductor wire in following type of pipe to be erected
concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper
conductor FRLS PVC insulated stranded wire of green colour for
earth continuity of following size
(a) with medium class Rigid PVC pipe and accessories
6 (a) 2 wire 1.5 sq. mm 20 59.59 Mtr.
7 (b) 2 wire 2.5 sq. mm 15 78.78 Mtr.
providing and erecting Mains with 1.1 KV grade FRLS PVC
insulated ISI marked stranded Copper conductor wire in following
type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm
7A copper conductor FRLS PVC insulated stranded wire of green 0 107.06 Mtr.
colour for earth continuity of following size
(A) with medium class Rigid PVC pipe and accessories
(a) 2 wire 4 sq. mm
Providing following type of Modular Type Accessories mounted
with PVC / metallic/Wooden box, single mounting base frame
covered with textured / metallic/white front plate , modules
7B 2 24.24 Each
erected with necessary connections as per site situation directed
by Engineer In charge.
(7) Blank Plate Single Cat. III
B LT Switchgear, Distribution Boards & LT Panel
Miniature circuit breaker single pole 6A to 25A suitable to operate
on 240 V A.C. system and having breaking capacity 10 KA to be
erected in existing box. confirming to IS 8828/1996 with ISI Mark
providing and erecting Miniature circuit breaker single pole 0.5A to
2A system and having breaking capacity 10 KA to be erected in
existing box. confirming to IS 8828/1996 with ISI Mark (for each
Providing & erecting 240 V MCB double pole switch for motor &
9 inductive load (C Curve) having 10 KA breaking capacity &
confirms to IS : 8828 in existing box having following capacity
(B) 40 Amp. Cat.III 1 329.53 Ea.
Providing and erecting Sheet Steel powder coated MCB
distribution board - flush / surface mounted fitted with busbar,
neutral link, earth bar and DIN rail, confirming to IS 13032 and BS
5486-1986 without MCB to house appropriate nos. of MCBs.(The
DBs should be used of same company of MCB to be used)
10 (D) Single phase 6way SS Double door 1 885.77 Ea.
Approved make ELCBs / RCCBs conforming to IS: 12640 and
having sensitivity of 30 mA and Short Circuit withstand capacity of
6 KA and suitable for operation on 3 phase and neutral 415V.
having characteristic of quick action & tripping with all advance
feature & do not incorporate any electronic component for
following Max. rating erected as directed.
(i) 25 Amps.DP Cat III. 1 1968.64 Ea.
Providing& fixing G.P. L-Slotted Angle (3" Gap, 16 Gauge ) and M.S
L-Type Patti Bracket With PVC Coated (8mm) Nut-Bolts (with
wiser) and 3" Khila on wall at Levels of approved design including
the cost of cutting, drilling holes & make good the wall etc
coplete-For Meter Fitting Arrangement of Single/Three Phase
Meterbox (with MCB) as per site requriment.
C Indoor Lighting & Fan Item.
SITC of IP65 Surface / suspension mounted waterproof luminaire,
Polycarbonate housing and linear prismatic ribbed cover
providing excellent distribution of light, Convenient Polycarbonate
fastening clips and hinged diffuser to make it easy to replace
lamps, Press fit CRCA gear for ease of maintenance. complete
with tube holders, lead wire and connections. with wall/Ceiling
13 Mounting Clamp. (Min Two Clamp for tube Luminary) and with 1 0 2340.00 Ea.
LED Tube 2100 Lumen
Make : , Crompton, Philips,Havells,Bajaj (To be used for
ceiling Mounting).
Contractor Has to submit NABL approved Laboratory Test
certificate of model to be offered for confirmation of above
Supplying and erecting LED indoor fittings with LEDs of wattage
Watt to 0.5 Watt assembled on single MCPCB, with housing used
as a heat sink shall be made of thick sheet Steel conforming to IS:
513/CRCA/aluminium pressure die cast powder coated and high
U.V. & corrosion resistance with diffuser housed in aluminium
casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any wattage capacity
between the ranges shown.)
(A) Tube Light with integral driver
(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet
Supplying and erecting led lamps with following wattage
capacity of 220 to 240 voltage, minimum 15000 burning hours life,
13B 500 V in built-surge protection,Polycarbonate diffuser, mounting
suitable for E14 / E27 / B22 lamp holders, pf >=
(ii) 5 to 8 watts
Fans & Related Item
Providing and erecting Approved make Power Saving / High
Speed Max. 50 Watt Ceiling fan with double ball bearing ISI mark
with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete
having 3 blades with aluminium blades with canopy and 30 cms.
down rod erected on existing hook or clamp with 24/0.2 , 3 core
flexible wire with earthing.
Supplying & erecting fan hook box of 10 mm M.S. round bar
bounded to the RCC bars up to 50mm length each side and
pierced through a 16 Gauge M.S. box / Heavy Duty PVC box
complete erected concealed in Ceiling with necessary finishing.
Supplying & erecting single phase approved make industrial
exhaust fan suitable for medium duty ring mounted low noise
operation suitable for medium duty having following dia size and
maximum speed in RPM [A] 305 mm dia 900 RPM Cat II
380 mm dia and 1400 RPM. Cat.II 2 3081.36 Ea.
450 mm dia and 1400 RPM. Cat.II 0 3937.29 Ea.
D Earthing System
Providing and erecting HOT deep Galvanized iron strip wire 8 to
Supplying and erecting eartn pit of minimum bore dia. 150 mm.
size, approved make Safe Earthing Electrode, consisting of pipe-in-
pipe trechnology as per IS 3043-1987, made of corrosion free g. i.
pipes, having outer dia. of 50 mm., having 80-200 micron
galvanizing, inner pipe dia. of 25 mm., having 200-250 micron
15 galvanizing, connection terminal dia. of 12 mm., with constant 1 8634.64 Ea
ohmic value, surrounded by highly conductive compound with
high charge dissipation, suitable for the following type of
-Length of Pipe : 3 Mtrs.
-Back filling Compound :2 nos Bags of 25 Kg.
Total amount of Internal Electrification of Entrance ( D )
Total amount of Internal Electrification of Entrance ( D )
Total amount of Part - 1B Entrance
Total amount of Part - 1B Entrance
Total amount of Part - 1B Entrance for 2 nos.
Total amount of Part - 1B Entrance for 2 nos.
Total amount of Part -1 Area Development Work
Total amount of Part -1 Area Development Work
Part - 2 Horticulture Work
LAWN : Area cleaning and side grading, removing unwanted
materials, plants, chrubs, wild grass, weeds, debris, rubbish, etc.
Excavating up to depth 30 C.M surface dressing leveling, making
slopes for drainage according to landscape, Disposal of
unwanted materials with all labour and tools. Development of
lawn including preparation of bed ground, spreading and mixing
1 the good soil with Farm Yard Manure, Gypsum, fertilizer soil with 1500.00 90.00 S.M.
farm Yard Manure, Gypsum, Fertilizer bas required hand specified.
Planting of lawn grass bits roots of approved quality, watering and
specified. Planting of lawn grass bits roots of approved quality,
watering, and specified. Planting of lawn grass watering mowing,
Catagory :- Selection - I type
Supplying on site plants with following specifications .
Plantation development works include weeding,cleaning,
removal of unwanted materials,preparation of pits,supporting
bamboo sticks as per specifications,planting & stacking,
watering,with all labor tools and tackles etc.
Plants would be in good condition and of specified height. The
rates would be inclusive of all taxes, sales tax, Octroi,transportaion
etc. complete F.O.R. site. Conditions of plant would be verified at
the time of selction as well delivery. All complete and as per
instructions of the Engineer-in-charge as Selection By Architect.
(Height from 3m to 4 m, Girth Size: 75mm to 100mm,Bag Size: 25'' * 480.00 1000.00 Nos.
(Height from 1.2 m to 2.5m ,Bag Size: 15'' * 15''/ 12'' * 12'' - or more)
(Height from 3m to 4 m, Girth Size: 75mm to 100mm,Bag Size: 25'' * 70.00 1500.00 Nos.
Trees - (Height of plants - 8' to 10' & Bag Size of plants - 18" x 18" 120.00 150.00 Nos
Shrubs - (Height of plants - 1'6" to 2' & Bag Size of plants - 6" x 8" 1000.00 15.00 Nos
Border/ Hedge plants - (Height of plants - 6” to 1’ & Bag Size of
plants - 5" x 7"
House/Creepers / Water Plants - (Height of plants - 1' to 2' & Bag
Size of plants - 6" x 8"
Yallow Bamboo Plants - (Height of plants - 3' & Bag Size of plants -
Green Bamboo Plants - (Height of plants - 2' to 3' & Bag Size of
plants - 6" x 8"
Budh Bamboo Plants - (Height of plants - 3' & Bag Size of plants -
Ixora Dufy - (Height of plants - 2' & Bag Size of plants - 15" x 15" 0.00 50.00 Nos -
Foxtail / Royal palm/ Big Avenue tree - (Height of plants - 10'-12' &
Bag Size of plants - 21" x 21"
Palms (mixed) - (Height of plants - 4' & Bag Size of plants - 18" x 18" 0.00 400.00 Nos -
Conocorpus topiary tree plants - (Height of plants -3' to 4' & Bag
Size of plants - 6" x 8"
Lawn (selection - 1) or Passpallum lawn 0.00 120.00 guny bag -
Korean Carpet Lawn 0.00 9.00 Sq.Ft. -
Supplying,stacking and spreading of goodquality organic as well
inorganic manures and fertilizers and necessary soil conditioners
ang amendments.
(a) Neem cake 7750.00 7.00 Kg.
(b) Castor cake 380.00 6.00 Kg.
(d) Vermicompost 6620.00 4.00 Kg.
(e) D.A.P.fertilizer 670.00 29.00 Kg.
(f) Cow Urine 30.00 500.00 Lit.
(f) Gypsum 1100.00 5.00 Kg.
3 (h) Carbofuran 3G 160.00 120.00 Kg.
(i) Imidacloprid 17.6 SL (Antitermite treatment) 20.00 2300.00 Lit.
(j) Organic mix fertilizer 770.00 8.00 Kg.
(k) Cocopeat@ 5KG /Sqm, Providing & mixing of cocopeat in
specified ratio having Ph 6.5-7.5. Cocopeat supplied at site should
have max moisture content of 25% by weight, free from foul odour
and any other foreign material.
(l)Termite control granules: Chloropyriphos 10% 150.00 125.00 kg
(m)Trichoderma culture 750.00 250.00 kg
(n)Silicon based spreading agent 30.00 1200.00 Lit
(o)Humic acid 150.00 200.00 kg
Providing of decorative pots with all labour etc. comp.As Per
Architect Suggesion & Insutructuins & Drawings.
Supplying &TOP SOIL: Supplying and spreading in position 300 mm
thk layer of good approved red sieved soil mixed with organic
fertiliser including levelling, watering, consolidation by manually or
mechanically (which ever convenient at site) at every 50mm thik
5 layers, cost including of all materials, labour and other charges 1893.00 368.00 Cu.mt
required to complete and as directed by the Engineer In charge
filling of good quality garden soil(free from inert material) suitable
for healthy growth of plants, in layers of 20 cm. Th'. Incl. watering,
ramming & consolidation etc. complete.
Supplying and stacking of well rotten Farm yard manure (FYM) at
6 site,including royalty and carriage for all leads. (Manure measured 50.00 350.00 Cu.mt
in stacks will be reduced by 8% for payment)
Development & Maintainance of Tree and Palms including
loosening soil,regular watering,weeding,regular trimming/training
with all labour,removal of unwanted materials, required fertilizer,
tools and tackles etc. for a period of 12 months
Development & Maintainance of shrubs and Climber including
loosening soil,regular watering,weeding,regular trimming/training
with all labour,removal of unwanted materials, required fertilizer,
tools and tackles etc. for a period of 12 months
Development & Maintainance of Creeper, Ground Cover and
Lawn including loosening soil,regular watering,weeding,regular
trimming/training with all labour,removal of unwanted materials,
required fertilizer, tools and tackles etc. for a period of 12 months
Removal of unwanted vegitation, cleaning of site and disposal of
the materials at suggested site
Floating Island: Providing and fixing of 2.40 MT side each, Bamboo
floating Module tied with each other and fixing in proper line as
11 per design including 40mm dia of pvc pipes, Nylon Rope, HDPE 12.00 16700.00 nos.
plastic mono shade all complete and as directed by engineer in
Total amount of Horticulture Work
Total amount of Horticulture Work
Part - 3 Recharging Borewell (including Maintance up to defect Liability period)
Drilling 300mm Diameter bore in all types of starta up to any
Depth including cost of bentonite powder carting rings etc.
1 complete the drilling shall be done by mud flushed rotary 41.18 600.00 R.M.
equipments; bore holes should withstand at least till period of
Supplying best Quality of well- sorted " SEVALIA "pea gravel having
size 4mm to 6 mm at site (Market rate)
Providing and fitting bail plug having length 0.45mtr. from M.S
medium class pipe as per ISI for 200 mm diameter pipe.
Development of each water bearing zone come across up to the
depth of tube well (size 250 mm diameter & depth more then 150 JOB
ft.) by lowering 100 mm diameter drop line and 32 mm diameter WORK.
GI air line for each Zone with air compressor of capacity not less.
Providing & Fixing MS Clamps with threaded of standard make
suitable for ERW pipes.
(a) For 200 mm Diameter ERW blank pipe with size 750 x 75mm x
10mm thick suitable for 200mm diameter.
Excavation and getting out for foundation up to a depth of
2.50mt in and all kinds of soil including leveling and ramming the
(a) 0.00 to mt. and foundation pits, shoring, strutting,
Depth 7.92 123.22 C.M
(b) 1.50 mt to 3.00 mt. Depth 7.92 136.35 C.M
Providing and laying Cement Concrete M-100 grade 1:3:6 (1
cement: 3 coarse sand : 6 hand brocken stone aggregate 20mm
7 nominal size ) and curing complete excluding cost of form work in 0.62 2510.86 C.M
chamber P.C.C(without forms work) work complete. .( S.O.R.-2015-
Providing & laying Fly ash Brick masonary having crushing strength
not less then 70kg/sq.cm. 1:6 (1 cement : 6 fine sand) with
scaffolding, watering, curing etc. complete with all labours and
materials.various area as directed by incharge .
Providing 10mm thick Cement Plaster in single coat on
brick/concrete walls far interior plastering up to Floor two level
and finished even and smooth in cement morter 1:3(1 cement
sand various area as directed by incharge) .
Providing, fixing M.S Jali frammed work (three piece with handle
fitting) on Opening portion Precast Module Structure for
Prevention of Recharge bore well structure,size including framme,
heavy required Angle (40 x 40 x 6mm), flat pati (25 x 6mm),cuttin
Providing & Supplying 200mm dia mater 1.5mm L.C.G (Low Carbon
Galvanise) 'V' wire screen pipe of Johnson or approved make ISI
including lowering, fixing, jointing in bore hole as per aquifer depth
and pipe assembly given as per site condition Soil stat
Providing, Supplying, Fixing in bore hole 6Kg/cm2 P.V.C Pipe of
approved Quality (Prince,Suprem,Finolex) with ISI mark including
nesessary fittings and providing as per site sitution and directed by
Engineer –in- charge. ( 200 mm ( 8'') dia
Providing, Supplying, Fixing P.V.C. 6 Kg/Cm2 Pipe IS stanadard for
down take / inlet from Bldg./ Structure to Sand filter Chamber,
including piping/ plumbing, fitting, wall clamping, necessary
13 excavation and filling etc. complete as per site situation
(a) 110mm Dia.,6 Kg/Cm P.V.C. pipe. 3.50 227.00 Rmt.
(b) 160mm Dia., 6 Kg/Cm P.V.C. pipe. 10.00 449.00 Rmt.
Providing, supplying, fixing and installing M 300 Grade. precast
size 1.5 dia x 2.35 mt. height ,top 75mm thick in 2 half pieces Sand
Filteration chamber (2 layer Type of Precast module )as per
Design, Drawing.including necessary excavation, filling, dr
(a) 1 layer type of Precast module 0.00 18500.00 NO
(b) 2 layer Type of Precast module 1.00 25000.00 NO
Proving & fixing in position Johnson make and equivalent ... 'V' wire
L.C.G screen pipe 1.00 mm size of filter assembly of pair –ID
mm & OD 217.50 mm of 0.5 mm slot size and ID 416 mm and OD
428 mm of 1.00mm slot size as pe
(a) 1.0 mt. length. 0 7500.00 SET
(b) 2.0 mt. Length. 1.00 14000.00 SET
Borehole Video photography all the fresh new fresh new bores or
16 few selected as desired for better understanding & clarity of work 1.00 4000.00 JOB
undertaken as directed by Engineer -in-charge.
Supplying water tankers for constant water supply at tube well
Compressor work and cleaning of work site after completion of
entire job (testing) inluding cleaning of mud etc.Location as
directed by Engineer-in-charge.
Providing and Fixing Recharge Borewell name boards as per
standard I.R.C type design of steel plate including painting
lettering etc. complete with fixing in C.C 1:4:8 block with
necessary excavation.
Soil Investigation Test report from Govt.approved authorised
laboratary (Prior inserting bore Pipe) of each bore shall be
19 1.00 6000.00 Each Bore
submitted by Contractor and soil sample of various starta shall be
first collected in Polythene bag and than submitted in transparent
Removal of surplus excavated earth of excavated mud-pits and
20 water harvesting chambers up to the lead of 5.0 km as per the 3.60 65.00 C.M
instruction of Engineer In Charge
21 Frame 1.00 1600.00 Nos.
Amount of 1 No. Recharging Borewell
Total Amount of 10 Nos. Recharging Borewell
Total Amount of 10 Nos. Recharging Borewell
Part - 4 Irrigation Work
Providing & Fixing P.V.C. pipes (SCH-80) of Prince/ Supreme/ Jain/
Astral/ Tulsi/Finolex make for water supply line at all floor levels
incl. fixtures like bends, tees, shoe etc joined with resin of
approved brand & manufacture etc. comp. Pipe shall be fixed on
the wall the help of clamp at every two meter C/C or shall be
concealed as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with adhesive
1 solvent, including cost of all materials.
50 mm dia 40.00 510.00 Rmt
Providing and fixing approved quality, UPVC Sch 80 piping
confirming to ASTM F441, for supplies, approved make, including
jointing with upvc solvent cement and ensuring airtight joints, with
necessary specials, couplers, unions, elbow, equal tees, tail piece,
adapter (both male and female), reducer (single stage, double
stage and triple stage), end cap, fabricated bend, etc., including
all required trenching, refilling, in layers, ramming & consolidation,
removing away the surplus earth & spoils, dumping it on site or
carting away to lead of 100 meters as directed incl.. complete of
the following nominal diameter (NB) size:
Providing & Fixing P.V.C. Stop Valve Tulsi/Finolex make formake
for water supply line at all floor levels incl. fixtures and joints and
fixing the same with adhesive solvent, including cost of all
15 mm dia 5.00 150.00 Rmt
25 mm dia 25.00 225.00 Rmt
40 mm dia 20.00 380.00 Rmt
50 mm dia 5.00 570.00 Rmt
65 mm dia 10.00 855.00 Rmt
Providing & Fixing abonite ball cock of approved qualities
4 directed etc.comp. 5.00 101.89 Nos.
(A) 25 mm. dia.
(B) 50mm dia. 5.00 136.52 Nos.
non return Valve
Providing & Fixing gun metal check or non return full way wheel
valve at all floors levels, etc. complete.
Providing and fixing screw down bib taps of following size.(A) Brass
screw down bib tap polished bright. (i) 15mm dia. 1.00 184.98 Nos.
Providing, fixing, jointing and testing, heavy quality brass ball valve
with PN1.6 Rating of approved make, including flanges / unions,
nuts, bolts, washers, etc. complete, as approved by the Architect
and Engineer-in-charge for water supply lines of the following
nominal bore (NB) size:
Providing, fixing, jointing and testing, heavy quality CI butterfly
valve screwed with PN1.6 Rating rubber gasket, flanges / unions,
nuts, bolts, washers, etc. complete, as approved by the Architect
and Engineer-in-charge for water supply lines of the following
nominal bore (NB) size:
Providing, fixing, jointing and testing, heavy quality C.I non return
valves or Dual Plate check valve scewed with PN1.6 rating
confirming to IS 778, with screwed / flanged ends, of approved
make, on water supply lines of the following nominal bore (NB)
Providing & fixing Dripper or Emmiter for irrigation as per directed
by engg. and Architect/Consultant Instruction & Suggestions 174.00 20.00 Nos.
Rubber Hose pipe
11 Providing and supplying of 20 mm (3/4") dia Rubber Hose pipe
Providing & Fixing of sprinkler specification Radius: 10' to 20',Flow
rate: 3.8 to 31.5 GPM,Recommended pressure range:40 to
12 PSI,Operating pressure range: 40 to 100 PSI,Precipitation rates: 0.4 1.00 3850.00 Nos
in/hr approx.,Nozzle trajectory: 25 degrees type All Labour Profit
Providing & erecting open well horizontal mono block pump set
with cast iron body, complete for three phase submersible motor
having[E] For 7.5 HP 3 phase open well horizontal mono block 1.00 25987.30 SET
pump set suitable for 1550 LPM to 370 LPM @ 13.5 Mtr to 42 Mtr
head suitable for 65/75 mm dia delivery pipe[Cat.III]
Supplying & erecting approved make self-priming domestic
monoblock water pump with 1.5 H.P motor, suitable for operation
14 on 230 volts, 50c/s. AC supply with metallic flange, and M.S. 1.00 9314.22 SET
impeller delivery and following discharge 44 LPM at 32 Mtr head
suitable 25 mm dia delivery[Cat.III]
Supplying and erecting Direct-on-line, Starter with 15A.rating
contractor and with 4-14A. range, directly operated thermal
15 overload relay in sheet steel enclosure for 3phase 415V.50 c/s. 1.00 2046.26 Nos
A.C. motor up to 7.5 H.P.complete erected on P.W. Block with
necessary connection. [Cat.III]
Supplying & erecting approved make Timer System Make Electro
power Automatic liquid level controller 6A. with Magnet sensor
16 testing as per instruction of Engineer in charge on site complete 1.00 12000.00 Nos
with wiring connection with existing wires , with copper conductor
from pump to upper and lower tank.
Supplying, & erecting C.I. swing, check type non-return (Reflux)
Valve -ISI marked suitable for following size.
18 Providing and fixing of Pressure Release Valve 1.00 14500.00 Nos
Total Amount of Irrigation Work
Total Amount of Irrigation Work
Part - 5 Compound wall
Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and
1 getting out the soil and disposal of the surplus excavated soil as
directed within a lead of 50 Meter for following diameter of pipes.
loose or soft soil
for 250 mm dia 0.00 326.84 R.M
for 300 mm dia 382.00 391.74 R.M
Excavation for foundation including sorting out and stacking off
2 useful materials and disposing of the excavated stuff up to 50 mt.
lead and all lift, watering etc.comp.
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed
3 stone agg 20m.m Nominal size)&curing comp. incl. cost of form
work in :(a) foundation & Plinth
(A) Foundation and plinth 103.00 3005.76 C.M.
Providing & laying cement concrete 1:1.5:3 (1 cement:1.5 sand:3
graded stone agg. 20 mm nominal size)& curing comp.
Includ.cost of form work but exclu. Cost of reinforcement for
reinforced concrete work in :
(A) foundation, footing, base of columns and mass concrete 189.00 4146.15 C.M.
Providing & laying cement concrete 1:1.5:3 (1 cement:1.5 sand:3
graded stone agg. 20 mm nominal size)& curing comp.
Includ.cost of form work but exclu. Cost of reinforcement for
reinforced concrete work in :
(1) Having c/s area up to 0.08 sq.mt. 86.00 12632.60 C.M.
( B ) Ground Beam:
(1)Having c/s area up to 0.08s.mt
upto G.L./P.L. 0.00 9102.61 C.M.
(2) Having cross sectional area 0.08 to 0.12 sq. mt .
( C ) RCC Pardi:
upto GF 0.00 10831.75 C.M.
Providing & laying C.C. 1:3:6 (1 cement : 3 sand : 6 stone agg.
6 mm nominal size) & curing complete including cost of formwork in 79.00 3982.62 C.M.
wall caps & copping.
Filling in trenches with available excavated earth in layer not
7 exceeding 20 cm in depth consolidating each deposited layer by 334.00 130.39 C.M.
ramming & watering
Providing and fixing TMT FE-500 bar reinforcement for R.C.C. work
including binding and placing in position etc. comp.
Upto G.L./P.L. 66610.00 76.21 Kg.
Providing and constructing brick work using fly ash building bricks
having crushing strength not less than 35 kg/sqcm. in foundation
and plinth in cement mortar 1:6 (1 cement :6 fine sand) etc.
Uncoursed rubble masonary with hard stone of approved quality
10 -A in foundations and plinth in cement mortar 1:6 (1 Cement :
sand) including leveling up etc. complete.
At ground floor 0.00 2500.01 C.M.
10-B Above plinth level rubble masonry
Uncoursed rubble masonary with hard stone of approved quality
in foundations and plinth in cement mortar 1:6 (1 Cement :
sand) including leveling up etc. complete. 0.00 2838.26 C.M.
Extra over Item 11 for super structure above plinth level upto floor
Providing 10mm thick cement plaster in single coat on
brick/concrete walls for interior plastering upto floor two level and
finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-
(A) For wall and similar surfaces
At Ground Floor 0.00 189.79 S.M.
(B) For ceilings & soffits
At Ground Floor 0.00 214.16 S.M.
20mm thick sand faced cement plaster on walls upto height
metres above ground level consisting of 12mm thick backing coat
of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc. complete.
At Ground Floor 7492.00 330.88 S.M.
Providing 35 mm wide throating or plaster drip and moulding it to
R. C. C. chajja etc. comp.. For all floor
At Ground Floor 0.00 41.66 R.M.
14 Pro. smooth plaster patta
At Ground Floor 50.00 50.00 R.M.
Providing 20 mm deep finished groove in plaster in line and level
etc. Comp. For all Floor (M.R.)
At Ground Floor 3619.00 50.00 R.M.
Providing & applying two coats of weather shield max paint (3
coats may be required in case of darker colours.)of ICI Dulux or
Apex Ultima of Asian Paint including applying exterior acrylic
primer coat as per manufacturers specification and directions in
shade and colour approved by architects, on exterior surfaces of
the building including scaffolding, preparing the surface, watering,
curing etc. complete and as directed by the architects and
Surface Preparation :
surface is thoroughly clean, dry and free from all loose dirt, chalk,
16 grease, fungi, algae and flaking paint. This can be achieved by
brushing with a wire/ stiff coir brush, followed by water jetting if
required. Fill up all minor cracks and defects with white cement
and sand mixture in the ratio 1:3. For application on previously
painted wall, previous coatings of paint must be thoroughly
scraped off and Clean the surface thoroughly using wire brushes.
Apply a liberal coat of exterior acrylic primer and allow it to dry for
4-5 hours. Application of putty is not recommended.
Minimum 4-6 hours duration is required between each coat of
weather shield max paint
(A) For wall 7492.00 82.00 S.M
Providing and fixing of MS Box Section Steel work welded in built
up sections, framed work including cutting, hoisting, fixing in
position and applying a priming coat of red lead paint (A) in
beams & joists channels angles, tees, flats with connection plates
or angle cleats as in main & cross beams,hip & trussed purlins
connected to common raffers & the like. As per attached
drawing including necessary hardware and labour etc.complete
& instructed by in EIC & Architect.
All Floor 0.00 126.00 KG.
Steel work, welded in built up sections framed work including
cutting, hoisting, fixing in position and applying a priming coat of
red lead paint. (A)In beams and joists, channels angles Tees, flats,
with connecting plates or angle cleats as in main and cross
beams. Hip and jack rafters, purlins conneted to common rafters
Providing and fixing G.I. chain link fabric fencing pvc Coated of
required width in mesh size 50x50mm size x 10 guage thick nuts,
19 bolts, washer or G.I. pins, excluding M.S. angle etc. complete as 560.00 311.00 S.M.
per relevant IS specification & Directed by engineer in
charge.(TATA orJindal Make)
Providing and fixing and fitting TATA or Jindal make G.I. barbed
wire fencing with necessary barbed wire (12 x 14 guage, weight
20 not less than 0.14 kg. / mt.) pins, hooks, excluding M.S. angles etc. 1271.00 125.00 KG.
complete as per relevent IS specification.& directed by engineer
Providing & applying painting twocoats at all floor levels on new
steel other metal surface with Epoxy paint, brushing interior to give
an even shade incl. Claning the surface of all dirt, dust & other
foreign matter etc. comp.
Ground Floor 0.00 215.00 S.M.
Painting two coats (excluding priming coat) on new steel and
other metal surface with enamel paint, brushing, interior to give
22 an even shade including cleaning the surface an even shade
including cleanicn the surface of all dirt, dust and other foreign
Ground Floor 0.00 65.31 S.M.
White Washing with lime on wall surface to give an even shade &
surface incl. throughly brooming the surface to remove dirt, dust
mortar drops & losse scales of lime wash & other foreign matter
(B) Ceiling 0.00 13.53 S.M.
Rubble masonry pointing
24 Pointing on Uncoursed stone masonary with cement mortar 1:3 (1
cement : 3 Sand) 0.00 89.78 S.M.
(B) Ruled Pointing
Providing and fixing hot dip Concertina Coil of 610 mm. dia made
out of 2.59 mm. (12SWG) hot dip galvanized ( G.I. coating not less
than 200 gm / s.m. )th. Wire having 80 nos. of spies and 200 nos. of
clips made out of stainless steel (AISI 304) 1.5 mm thick. Dia, G.I.
25 Strips 0.5 mm. ht. (G.I coating not less than 120 gm / s.m. ) weight 1130.00 231.00 R.M.
of one coil should not be less than 15 kg etc. complete, at the top
of compound wall fixed with S.S clips and binding wires wherever
necessary etc. complete. (Note : Stretching lenght of one coil
should not be more than 9 m.)
Total amount for Compound Wall
Total amount for Compound Wall
Part - 5 Toilet Block
Excavation for foundation includ.sorting out & stacking of useful
materials & disposing of the excavated stuff upto 50 mt. Lead & all
lift, watering etc. Comp. (A) Loose or Soft soil With Machinaries
(A) loose or soft soil
Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles) &
disposal of the surplus excavated soil as directed within a lead of
50 M. For following diameter of piles. (2) 250 mm
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed
stone agg 20m.m Nominal size)&curing comp. incl. cost of
(A) Foundation and plinth 38.00 3005.76 C.M.
Providing & laying cement concrete 1:1.5:3 (1 cement:1.5 sand:3
graded stone agg. 20 mm nominal size)& curing comp.
4 Includ.cost of form work but exclu. Cost of reinforcement for
reinforced concrete work in :
(A) foundation, footing, base of columns and mass concrete 33.00 4146.15 C.M.
Providing & laying ordinary cement con.1:1.5:3 (1cement:1.5sand:
3 graded stone agg. 20 mm nominal size) finishing smooth curing
etc. comp. Incld. Cost of form work but excl. Cost of
reinforcement for R.C.C. Work in : Up to G.L./P.L.
(1) Having cross sectional area upto
upto G.L./P.L. 1.00 12632.60 C.M.
(2) Having cross sectional area more than 0.085 and up to 0.12 sq.
upto G.L./P.L. 8.00 11166.97 C.M.
5 (3) Having cross sectional area more than 0.12 sq. mt.
(1) Having cross sectional area upto 0.08 sm.
(2) Having cross sectional area more than 0.08 sq. mt and upto
upto G.L./P.L. 15.00 8174.41 C.M.
(3) Having cross sectional area more than 0.12 sq.mt.
( C1 ) RCC Pardi
upto G.L./P.L. 1.00 10831.75 C.M.
Providing & laying ordinary cement
con.1:2:4(1cement:2sand:4graded graded stone agg. 20 mm
nominal size) finishing smooth curing etc. comp. Incld. Cost of
form work but excl. Cost of reinforcement for R.C.C. Work in : Up
to G.L./P.L. (A) COLUMNS:
6 (1) Having cross sectional area upto
(2) Having cross sectional area more than 0.08 and up to 0.12 sq.
(3) Having cross sectional area more than 0.12 sq. mt.
Providing and fixing TMT FE-500 bar reinforcement for R.C.C. work
7 including binding and placing in position etc. comp.
Upto G.L./P.L. 8602.00 76.21 Kg.
Providing and constructing brick work using fly ash building bricks
having crushing strength not less than 35 kg/sqcm. in foundation
8 and plinth in cement mortar 1:6 (1 cement :6 fine sand) etc.
upto G.L./P.L. 14.00 4237.00 C.M.
Filling in trenches with available excavated earth in layer not
9 exceeding 20 cm in depth consolidating each deposited layer by 249.00 130.39 C.M.
ramming & watering
Filling in foundation and plinth with yellow or selected soil in layer
10 of 20 cm thickness including watering ramming and 94.00 289.06 C.M.
consolidationg etc.comp.
Providing & Applying 20mm. Th. Roller plaster on walls or similar
surfacesat all floor levels consisting of 12 mm av. Th. Backing coat
of C.M. 1:3 (1cement:3 sand) & 8 mm. th. Finishing coat of C.M. 1:1
11 (1 cement: 1 sand)apply thick cement slurry and apply roller
horizontal as well as vartical (two times ) up to good quality and
size of grain in elevation as perdirected by engineer incharge.
upto G.L./P.L. 40.00 324.00 S.M.
Total amount upto plinth (A)
Total amount upto plinth (A)
(B) WORK ABOVE PLINTH LEVEL
Providing & laying ordinary cement con.1:1.5:3(1cement:1.5sand:3
graded graded stone agg. 20 mm nominal size) finishing smooth
curing etc. comp. Incl.. Cost of form work but excl. Cost of
reinforcement for R.C.C. Work in :
(1) Having cros sectional area upto 0.085 sq. mt
Ground Floor 0.00 12632.60 C.M. -
Terrace Floor 0.00 12672.24 C.M. -
(2) Having cros sectional area more than 0.085 sq. mt and upto
Ground Floor 8.00 11166.97 C.M.
Terrace Floor 1.50 11206.61 C.M.
(3) Having cros sectional area more than 0.12 sq.mt.
Ground Floor 0.00 9201.68 C.M. -
Terrace Floor 0.00 9241.32 C.M. -
12 (1) Having cross sectional area up to 0.08 sq. mt.
Ground Floor 0.00 9102.61 C.M. -
(2) Having cross sectional area more than 0.08 sq. mt and upto
Ground Floor 10.00 8174.41 C.M.
(3) Having cross sectional area more than 0.12 sq.mt.
Ground Floor 0.00 7086.88 C.M. -
(1) Slabs having more than 8 Cm & upto 10 Cm thickness.
Ground Floor 0.00 7984.42 C.M. -
(2) Slabs having more than 10 Cm & upto 13 Cm thickness.
Ground Floor 19.00 7396.96 C.M.
(3) Slabs having more than 13 Cm thickness.
Ground Floor 0.00 6813.01 C.M. -
Ground Floor 2.00 9531.24 C.M.
Ground Floor 1.50 5512.83 C.M.
Providing & fixing TMT FE 500 Bar reinforcement for R.C.C. work
incl. bending, binding & placing in position etc.comp.
Ground Floor 5350.00 76.21 Kg
Terrace Floor 270.00 77.21 Kg
Providing & construction brick work using Fly Ash bricks having
crushing strength not less than 35 Kg./sq.cm. in foundation & plinth
14 in C.M. 1:6 (1 cement:6 sand ) etc. comp.
Ground Floor 60.00 4511.97 C.M.
Terrace Floor 6.00 4786.95 C.M.
Providing & constructing Half brick masonary in Fly Ash bricks
having crushing strength not less than 70 kg/sq.cm in c.m 1:4 (1
15 cement: 4 sand) curing etc complete.
Ground Floor 120.00 719.57 S.M.
Terrace Floor 0.00 678.86 S.M. -
Providing 10mm thick cement plaster in single coat on
brick/concrete walls for interior plastering upto floor two level and
finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-
(A) for wall and similar surfaces
Ground Floor 432.00 189.79 S.M
Terrace Floor 23.00 217.93 S.M
(B) for ceilings and soffits of stairs
Ground Floor 198.00 214.60 S.M
Terrace Floor 0.00 242.74 S.M -
20mm thick sand faced cement plaster on walls upto height
metres above ground level consisting of 12mm thick backing coat
17 of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc. complete.
All Floor 285.00 330.88 S.M
Providing 35 mm wide throating or plaster drip and moulding it to
R. C. C. chajja etc. comp.. For all floor Market Rate.
Providing and applying 20mm. thick cement plaster patta of c.m.
19 1:3 ( 1cement : 3 sand ) etc. comp.
All Floors 200.00 50.00 R.M
Providing 20 mm deep finished groove in plaster in line and level
All Floor 200.00 50.00 R.M
Providing and laying polished Kota stone slab flooring over 20mm
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse
sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and
21 jointed with grey cement slurry mixed with pigment to match the
shade of slab including rubbing and polishing etc. complete.
All Floor 77.00 989.45 S.M
Providing and laying polished kota stone slab 25mm thick in risers
of steps,skirting Dedo and pillars laid on 10mm thick cement
mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray
cement slury mixed with pigment to match the shade of slab
including rubbing and polishing etc. complete.
All Floor 32.00 1076.94 S.M
Providing & laying granite slab 18mm thick in flooring, treads of
steps and landing laid on bed of 20mm thick cement mortar 1:6 (1
Cement : 6 coarse sand) or lime mortar 1:1.5 laid and finished with
flush pointing in white or colour cement including rubbing and
polishing complete. (Basic Rate:- Rs.1614.0/S.M.)
Ground Floor 42.00 2410.00 S.M.
Providing & laying granite slab 18mm thick in skirting, risers of steps,
dedo and pillars laid on 10mm thick cement mortar 1:4 (1 Cement
: 4 Coarse sand) and finished with flush pointing in white or colour
cement including rubbing & polishing comp.. (Basic Rate:-
All Floor 6.00 2449.00 S.M.
Providing & laying granite slab 18mm thick in Window-Door seal
Frame Etc laid on 10mm thick cement mortar 1:4 (1 Cement :
Coarse sand) with nessary adhesive material and finished with
flush pointing in white or colour cement, including rubbing &
polishing comp.. (Basic Rate:- Rs.1200.0/S.M.)
All Floor 20.00 2026.00 S.M.
(A) Labour Charges For Half Round Edge For Granite 0.00 85.00 S.M. -
(B) Labour Charges For Quater Round Edge For Granite 0.00 51.00 S.M. -
(C ) Labour Charges For Edge Finished For Granite 149.00 43.43 S.M.
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm
(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)
on new surface or fixing on existing flooring by adhesive material
26 including dismentaling of existing flooring and jointed with color
cement slurry including finised with flush pointing & cleaning the
surface etc. complete for antiskit
Ground Floor 58.00 1383.99 S.M
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm
(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)
on new surface or fixing on existing flooring by adhesive material
27 including dismentaling of existing flooring and jointed with color
cement slurry including finised with flush pointing & cleaning the
surface etc. complete for light shade
Ground Floor 8.00 1040.35 S.M
Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in
skrting risers of steps and dedo on 10mm thick cement plaster 1:3
(1-cement : 3-coarse sand) and jointed with white cement slurry
All Floor 260.00 1040.35 S.M
Providing and fixing FRP FRAME size 125 x 65 mm and 35 mm thick
FRP shutter with wood grain raised panneled design finish shutter
having extra reinforcement on sides & edges in Gel coat finish. The
core of the shutter & frmae is to be filed up with injected
polyurethene foam done in situ along with embedded wooden
pieces for stiffening & also taking hinges & fixtures. The whole FRP
frame & shutter is to be water proof weather proof,termite proof
&resistance to mild acid/alkali. Rates are to be inclusive of
S.S.hinges with fastener sleeve & alluminium fixtures & fastentings.
Product should have 3 years performance guarantee and
company have ISO 9001-2000 certificate.
Ground Floor 23.00 2019.98 S.M
Providing & fixing 35mm.th. Flush Door Solid Double Core type Both
Face water proof Ply Vennered & 1.5 mm th.laminate shall be
pasted on both side with adhesives as specified by the
30 manufacturers. The laminate shall be as per approved shade & 11.00 3720.00 S.M
texture, of make incl. Sal wood frames of finished size 12cm x
7cm.incl. S.S. Hinges with nessary screws & Anodized aluminum
fixtures & fastenings For all Floor
Providing and fixing window having extruded aluminum Colour
anodized section frame main outer size 63.50 x 38.10 x 1.95 mm,@
Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 mm x
31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size
61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding
shutters of horizontal member size 40mm x 18mm x 1.29mm @
wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm
@ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick
transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixtures and transparent silicon sealant glass
fixing to frame as per details etc complete for window.
All Floor 6.00 2140.33 S.M
Providing and fixing standared extruded of alluminium section of
size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour
Powder Coated alluminium frame for ventilation with 5 mm thick
frosted glass as details etc complete for Ventilation
Providing and fixing M.S. grills of required pattern to wooden
frames of windows etc. with M.S. flats at required spacings and
frame alround, square or round bars with round headed bolts and
nuts or by screws (A) Plain Grill.
Painting two coats (excluding priming coat) on new steel and
other metal surface with enamel paint, brushing, interior to give
an even shade including cleaning the surface an even shade
including cleanicn the surface of all dirt, dust and other foreign
(A) For plain grill For all Floor 21.00 65.31 SM
Wall painting (two coats) with plastic emulsion paint of approved
brand and manufacture on undecorated wall surface to give an
even shade including throughly brushing the surface free from
mortar droppings and other foreign matter and sand papered
(A) for wall and similar surfaces 455.00 79.39 S.M
(B) for ceilings and soffits 198.00 79.39 S.M
Providing & applying two coats of weather shield max paint (3
coats may be required in case of darker colours.)of ICI Dulux or
Apex Ultima of Asian Paint including applying exterior acrylic
primer coat as per manufacturers specification and directions in
shade and colour approved by architects, on exterior surfaces of
the building including scaffolding, preparing the surface, watering,
curing etc. complete and as directed by the architects and
Surface Preparation :
surface is thoroughly clean, dry and free from all loose dirt, chalk,
grease, fungi, algae and flaking paint. This can be achieved by
36 brushing with a wire/ stiff coir brush, followed by water jetting if
required. Fill up all minor cracks and defects with white cement
and sand mixture in the ratio 1:3. For application on previously
painted wall, previous coatings of paint must be thoroughly
scraped off and Clean the surface thoroughly using wire brushes.
Apply a liberal coat of exterior acrylic primer and allow it to dry for
4-5 hours. Application of putty is not recommended.
Minimum 4-6 hours duration is required between each coat of
weather shield max paint
Steel work, welded in built up sections framed work including
cutting, hoisting, fixing in position and applying a priming coat of
red lead paint. (A)In beams and joists, channels angles Tees, flats,
with connecting plates or angle cleats as in main and cross
beams. Hip and jack rafters, purlins conneted to common rafters
Providing and fixing stainless steel ( Grade 304) railing made of
Hollow tubes, channels, plates etc., including welding, grinding,
buffing, polishing and making curvature (wherever required) and
fitting the same with necessary stainless steel nuts and bolts
complete, i/c fixing the railing with necessary accessories &
38 stainless steel dash fasteners , stainless steel bolts etc., of required 108.00 450.00 Kg.
size, on the top of the floor or the side of waist slab with suitable
arrangement as per approval of Engineer-incharge, (for payment
purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts,
fasteners etc.).
Providing & fixing in position collapsible steel shutters with vertical
channels 20 x10 x 2 mm. Braced with flat iron diagonals 20 x5mm
size with top & bottom rails of T-iron 40x40x6mm. with 38mm dia.
steel pulleys comp. with bolts, locking arrangements, stoppers,
handles incl. applying a priming coat of Redlead paint etc.
Total amount of Above Plinth (B)
Total amount of Above Plinth (B)
(C) WATER SUPPLY AND SANITARY ITEMS
Providing and fixing water closet squatting Pan (Indian type W.C.
Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to
be measured and paid for separately) (A) Vitreous China.(I) Long
pattern = White colour
Providing and fixing wsh down water closet (European type, W.C.
Pan) with integral P or S trap including jointing the trap with soil
pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and
40 cover to be measured and paid for separately)(A) vitreous China
Pattern :(i) in white colour
Make- Cera, Parry ware, HindWare- 350 x 500 x 390 mm
All floor 9.00 1303.71 No
Providing and fixing plastic seat and cover for wash down water
closer with C.P. brass hinges and rubber buffers. (B) Black plastic
seal and cover.
All floor 9.00 291.33 No
Providing and fixing washbasin with single hole for pillar tap with
C.I. or M.S. brackets painted white including sutting holes and
making good the same but excluding fittings.(A) Vitreous China:(ii)
42 Flat Back washbasin 550 mm x v 400mm size. (i) In white colour.
All floor 7.00 2059.93 No
Providing and fixing 600mm x 450mm bevelled edge mirrror of
superior glass mounted on 6mm thick A.C. sheet or plywood sheet
and fixing to wooden pluge with C.P. brass screws and washers.
All floor 7.00 833.73 No
Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm
diameter with jali of the following nominal diameter of self
44 cleansing design with C.I scread down or hinged grating including
the cost of cutting and making good the walls.
All floor 20.00 558.36 No
Providing & Fixing U-PVC pipe (SWR) confirming to IS no.
(Type "B") of Prince/Supreme/Jain/Astral/Tulsi/Finolex make for soil
and waste discharge system at all floor levels incl. All fixtures like
45 bends, tees, shoe etc. jointed with resin of approved brand &
manufacture etc. comp. (M.R.)
Providing and fixing S.W. gully trap with C.I. grating brick masonry
chamber and water tight C.I. cover with frame of 300mm x
300mm size (inside) with standard weight.(i) Square mouth traps.
(A) 100mm x 100mm size P type.
Prov. & Fix. 10 cm.x15 cm.(4" x 6") S.W. trap with Inside dimension
,455 x 610 mm & 450 mm deep sewer trap chamber with 23 cm th'
B.B. masonary walls in C.M 1:5 with cement plaster 15 mm th' in
C.M. 1:3 inside & outside to exposed faces, R.C.C. top slab with
1:2:4 mix ( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm
size) ,Foundation concrete 1:5:10 & fixing Precast RCC heavy duty
cover on top etc. comp. for single pipe.(A) Same as above but
precast RCC heavy duty cover instead of C.I cover
Constructing brick masonry chamber for underground C.I.
Inspection chamber and bends with bricks having crushing
strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame
(Light duty) 455mm x 610mm intenal dimensions total weight of
cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.)
48 and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- 6.00 2903.89 No
cement :2- coarse sand :4-graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster 15mm thick with cement
mortar 1:3 finished smooth with a floating coat of neat cement on
walls and bed concrete etc. complete.(i) Inside dimensions
455mmx 610mm and 450mm deep for single pipe line.
Providing laying (to level or slopes) and jointing reinforced
concrete Light duty non-pressure pipes I.S. class NP2 of the
following internal diameter with collars and butt ends prepared for
collar joints including testing of joints complete.(B) 150mm
Providing and laying in trenches galvanised mild steel tubes
(Medium grade) of the following nominal bore, and tube fitting
50 (Earthwork in trenches to be measured and paid for separately)
Providing & Fixing P.V.C. pipes (SCH-80) of Prince/ Supreme/ Jain/
Astral/ Tulsi/Finolex make for water supply line at all floor levels
incl. fixtures like bends, tees, shoe etc joined with resin of
approved brand & manufacture etc. comp. Pipe shall be fixed on
the wall the help of clamp at every two meter C/C or shall be
51 concealed as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with adhesive
solvent, including cost of all materials.
Providing and fixing screw down bib taps of following size.(A) Brass
screw down bib tap polished bright.
All floor 25.00 186.83 No
Providing and fixing pillar tap, capstan head, screw down high
pressure with screws, shanks and back nuts.
All floor 9.00 1423.00 No
Providing and fixing brass screw down stop tap.(A) 15mm dia.
Make- Cera, Parry ware, HindWare 13.00 1432.00 No
Providing & Fixing gun metal check or non return full way wheel
valve at all floors levels, etc. complete.
Providing and fixing Urinal or approved quality including
conecting the Urinal with waste pipe , tap etc. complete.(A) White
earthenware flat back or corner type size 430mm x 260mm x
Providing and fixing chromium plated brass half trun flush cock of
approved quality including fixing in pipe line etc. complete.(ii)
Make- Cera, Parry ware, Jaquar ,HindWare 11.00 263.77 No
Providing and fixing ball cock of approved. quality as directed.(B)
Providing & fixing U-PVC pipes Confirming to IS no. 13592 (Type "A")
of Prince/Supreme/Jain/Astral/ Tulsi/Finolex make for rain water at
59 all floor levels incl. fixtures like bends, tees, shoe etc joined with
resin of approved brand & manufacture etc. comp. (M.R.)
Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm
All floors level 9.00 101.91 No.
Providing & fixing Z - clamps at all floor levels of approved design
to C.I. S.C.I. or PVC pipes including the cost of cutting holes &
making good the wall etc. Complete - 100 mm dia as per
61 architect instructions.
Providing & Fixing in position PVC Cowl vent to pipes of
62 Prince/Supreme/Jain/Astral/Tulsi/Finolex make etc.Comp
Providing and laying ordinary C.C. 1:1.5:3 mix for R.C.C. work
including boxing centering,vibrating, curing and mixed with
approved water proofing cement compound or "CEMWET" or
"PIDICRETE LW" intergral water proofing addmixture as water
proofing agent to be mixed with 50 kgs. cement bags shall be as
recommended by the manifacture of the water proofing material,
concrete work for top, bottom slab and side pardi for
underground tank and item inclusive necessary excavation and
refilling the available earth, 15 cm th C.C. 1:4:8 for bedding conc.,
half B.M. in C.M. 1:4 outside wall, inside pardi as per design, 10 mm
th water proffing cement plaster in C.M. 1:3 with smooth finishing,
watering etc. comp. to all inner face of tank curing etc. comp.
incl. PVC steps, outlet , inlet, over flow and wash out pipe
arrangment as necessary with M.S.Cover of 25 Kgs. with locking
arrangement fixing glazed tiles of approved make such as Orient,
Kajaria, Jhonson,Nitco,Somani ,Bell or equivalent make of
commercial quality of approved colour and size to sides and
bottom of water tankexcluding free board of 20 cm etc. as per
structural drawing excl. steel and as directed by Engr. in charge.
Under Ground water Tank 5000.00 6.50 Lit
Providing and laying white glazed tiles 6mm thick in flooring treads
of steps and landing laid on a bed of 12mm thick cement mortar
1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white
Providing and laying white glazed tiles 6mm thick in skrting risers of
64B steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- 14.00 887.64 SM
coarse sand) and jointed with white cement slurry
Providing erecting and fixing double coated ISI water tank of
65 required capacity each with all necessary fittings and connection 3000.00 3.95 lit
etc. complete on terrace
NOTE :- (1) The whole work is to be executed through specialized
agency with a guarantee of 10 (Ten) years given on a prescribed
proforma duly stamped (2) The rate shall include for work at all
floors & conducting water proof test as directed. (M.R.)
(A) Providing and laying water proofing treatment to vertical and
horizontal surfaces of depressed portions of W.C.,kitchen and the
like consisting of :
(a) I course of applying cement slurry @ 4.4 kg/sqm mixed with
water proofing compound conforming to IS : 2645 in
recommended proportions.
(b) II course of a layer of plaster in C.M. 1:3 with water proofing
compound confirming to IS:2645 about 25 mm. th' in the floor of
the depression & about 18mm th' On the side walls of the
depression up to the floor level, water proofing plaster about
mm. th' be continued on the walls above the floor level for a
height of 600 mm. with surface suitable to receive further
(c) Finishing top with stone aggregate 10mm to 12mm nominal
size spreading @0.008 C.M./S.M., thoroughly embedad in plaster
as per specifications & instructions of Engineer in charge (Cement
consumption 0.316 Bags / S.M.)
(B) Providing and laying integral cement based water proofing
treatment including preparation of surface as required for
treatment of roofs, balconies, terraces etc. consisting of following
operations. (a) Applying and grouting a slurry coat of neat
cement using 2.75 kg/sqm of cement admixed with proprietary
water proofing compound comforming to IS:2645 over the R.C.C.
slab including cleaning the surface before tratment.(b) Laying
cement concrete using broken bricks/brick bats 25 mm to 100 mm
size with 50% of cement mortar 1:5 (1 Cement : 5 Coarse sand)
admixed with proprietary water proofing compound conforming
to IS:2645 ,brick bats is finally covered by jointless cement plaster
20mm th. in C.M. 1:4 added with special water proofing
66.2 compound confirming to IS:2645 & top smooth finished with trowel
with false chequered marking of 300 mm.size.The treatment is
carried along the vertical surface of the parapet & other
adjoining wall up to height of about 300 mm in a shape of quarter
round vata Incl. curing etc. Comp. With average thickness of
mm and minimum thickness at khurra as 65 mm.
(c) The whole terrace so finished shall be flooded with water for a
minimum period of two weeks for curing and for final test. All
above operations to be down in order and as directed and
specified by the engineer-in-charge. With average thickness of 162.00 511.00 S.M.
120 mm and minimum thickness at khurra as 65 mm. (Cement
consumption 0.511 Bags / S.M.)
Providing and filling in depressions of Bath and W.C. At all floor
levels, after completing plumbing work of pans, pipes,traps
etc.with cinder or fly ash as directed by Engineer in charge etc.
Prov.& Fixing Health Faucet ABS Body with wall Hook and 1 Meter
68 chrome plated PVC Hose Pipe.
Make- Cera, Parry ware, Jaquar ,HindWare 11.00 971.00 nos
Total amount of Plumbing & Sanitation
Total amount of Plumbing & Sanitation
Internal Electrification of Toilet Block
Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of
sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC
insulated multistrand copper wires, in following type of pipe to be
erected Open/ concealed in/ on surface on wall/ceiling
complete with 6A Modular type switch / bell push & accessories
and earth continuity of following type, erected on PVC / Metallic
1 box, single mounting base frame covered with textured/metallic 15 Pt. 418.55
front plate modules erected on / in wall / ceiling as per pipe
erected, with necessary Lamp holder/ ceiling rose /
H.D.Connector as directed.
(a) with medium class Rigid PVC pipe and accessories - Cat III
Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm
(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated
multistrand copper wires, in following type of pipe to be erected
Open/ concealed in / flushed on wall/ceiling complete with 6A
Modular type switch and hum free EME four or more step type
electronic fan regulator with separately mounted and
accessories with earth continuity of following type erected on PVC
2 / Metallic box, single mounting base frame covered with 0 Pt. 598.30
textured/metallic front plate modules erected on / in wall / ceiling
as per pipe erected. with necessary ceiling rose / H.D.Connector
as directed. (a) with medium class Rigid PVC pipe and accessories
Point wiring for Individual Plug with & earthwire of 1.5 sq.mm
(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated
multistrand copper wires, in following type of to be erected
concealed in / on surface of wall / ceiling complete with Modular
type switch & 5 pin Plug erected on PVC / Metallic box covered
with appropriate front plate modules erected on / in wall / ceiling
as per pipe erected with following type of accessories. (a) with
medium class Rigid PVC pipe and accessories
3 [I] For 6A Plug with 2-1.5 sq.mm Cu. Wire Cat. III 0 Pt 444.23
4 [II] For 16A Plug with 2-2.5 sq.mm Cu. Wire Cat. III 0 Pt 668.48
Point wiring for Looped Plug with 6A Modular type switch & 5 pin
socket erected on PVC / Metallic box, single mounting base
5 frame covered with textured / metallic front plate modules 5 Pt 240.52
erected on / in wall / ceiling with following type accessories Cat.
Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded
Copper conductor wire in following type of pipe to be erected
concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper
conductor FRLS PVC insulated stranded wire of green colour for
earth continuity of following size
6 (a) with medium class Rigid PVC pipe and accessories
7 (a) 2 wire 1.5 sq. mm 50 Mtr. 59.59
8 (b) 2 wire 2.5 sq. mm 30 Mtr. 78.78
providing and erecting Mains with 1.1 KV grade FRLS PVC
insulated ISI marked stranded Copper conductor wire in following
type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm
9 copper conductor FRLS PVC insulated stranded wire of green 0 Mtr. 107.06
colour for earth continuity of following size
(A) with medium class Rigid PVC pipe and accessories
(a) 2 wire 4 sq. mm
Providing following type of Modular Type Accessories mounted
with PVC / metallic/Wooden box, single mounting base frame
covered with textured / metallic/white front plate , modules
erected with necessary connections as per site situation directed
by Engineer In charge.
(7) Blank Plate Single Cat. III
B LT Switchgear, Distribution Boards & LT Panel
Miniature circuit breaker single pole 6A to 25A suitable to operate
on 240 V A.C. system and having breaking capacity 10 KA to be
erected in existing box. confirming to IS 8828/1996 with ISI Mark
providing and erecting Miniature circuit breaker single pole 0.5A to
2A system and having breaking capacity 10 KA to be erected in
existing box. confirming to IS 8828/1996 with ISI Mark (for each
Providing & erecting 240 V MCB double pole switch for motor &
inductive load (C Curve) having 10 KA breaking capacity &
confirms to IS : 8828 in existing box having following capacity
(B) 40 Amp. Cat.III 3 Ea. 329.53
Providing and erecting Sheet Steel powder coated MCB
distribution board - flush / surface mounted fitted with busbar,
neutral link, earth bar and DIN rail, confirming to IS 13032 and BS
5486-1986 without MCB to house appropriate nos. of MCBs.(The
DBs should be used of same company of MCB to be used)
(D) Single phase 6way SS Double door 5 Ea. 885.77
Approved make ELCBs / RCCBs conforming to IS: 12640 and
having sensitivity of 30 mA and Short Circuit withstand capacity of
6 KA and suitable for operation on 3 phase and neutral 415V.
15 having characteristic of quick action & tripping with all advance
feature & do not incorporate any electronic component for
following Max. rating erected as directed.
(i) 25 Amps.DP Cat III. 3 Ea. 1968.64
Providing& fixing G.P. L-Slotted Angle (3" Gap, 16 Gauge ) and M.S
L-Type Patti Bracket With PVC Coated (8mm) Nut-Bolts (with
wiser) and 3" Khila on wall at Levels of approved design including
the cost of cutting, drilling holes & make good the wall etc
coplete-For Meter Fitting Arrangement of Single/Three Phase
Meterbox (with MCB) as per site requriment.
C Indoor Lighting & Fan Item.
SITC of IP65 Surface / suspension mounted waterproof luminaire,
Polycarbonate housing and linear prismatic ribbed cover
providing excellent distribution of light, Convenient Polycarbonate
fastening clips and hinged diffuser to make it easy to replace
lamps, Press fit CRCA gear for ease of maintenance. complete
with tube holders, lead wire and connections. with wall/Ceiling
17 Mounting Clamp. (Min Two Clamp for tube Luminary) and with 1 0 Ea. 2340.00
LED Tube 2100 Lumen
Make : , Crompton, Philips,Havells,Bajaj (To be used for
ceiling Mounting).
Contractor Has to submit NABL approved Laboratory Test
certificate of model to be offered for confirmation of above
Supplying and erecting LED indoor fittings with LEDs of wattage
Watt to 0.5 Watt assembled on single MCPCB, with housing used
as a heat sink shall be made of thick sheet Steel conforming to IS:
513/CRCA/aluminium pressure die cast powder coated and high
U.V. & corrosion resistance with diffuser housed in aluminium
casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt
LED driver efficiency > 85 %
18 ( fitting required LM-79 & LM-80 Certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any wattage capacity
between the ranges shown.)
(A) Tube Light with integral driver
(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet
Supplying and erecting led lamps with following wattage
capacity of 220 to 240 voltage, minimum 15000 burning hours life,
500 V in built-surge protection,Polycarbonate diffuser, mounting
19 suitable for E14 / E27 / B22 lamp holders, pf >=
(ii) 5 to 8 watts
Fans & Related Item
Providing and erecting Approved make Power Saving / High
Speed Max. 50 Watt Ceiling fan with double ball bearing ISI mark
with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete
having 3 blades with aluminium blades with canopy and 30 cms.
down rod erected on existing hook or clamp with 24/0.2 , 3 core
flexible wire with earthing.
Supplying & erecting fan hook box of 10 mm M.S. round bar
bounded to the RCC bars up to 50mm length each side and
pierced through a 16 Gauge M.S. box / Heavy Duty PVC box
complete erected concealed in Ceiling with necessary finishing.
Supplying & erecting single phase approved make industrial
exhaust fan suitable for medium duty ring mounted low noise
operation suitable for medium duty having following dia size and
maximum speed in RPM [A] 305 mm dia 900 RPM Cat II
380 mm dia and 1400 RPM. Cat.II 5 Ea. 3081.36
450 mm dia and 1400 RPM. Cat.II 0 Ea. 3937.29
D Earthing System
Providing and erecting HOT deep Galvanized iron strip wire 8 to
Supplying and erecting eartn pit of minimum bore dia. 150 mm.
size, approved make Safe Earthing Electrode, consisting of pipe-in-
pipe trechnology as per IS 3043-1987, made of corrosion free g. i.
pipes, having outer dia. of 50 mm., having 80-200 micron
galvanizing, inner pipe dia. of 25 mm., having 200-250 micron
24 galvanizing, connection terminal dia. of 12 mm., with constant 1 Ea 8634.64
ohmic value, surrounded by highly conductive compound with
high charge dissipation, suitable for the following type of
-Length of Pipe : 3 Mtrs.
-Back filling Compound :2 nos Bags of 25 Kg.
Total amount of Internal Electrification
Total amount of Internal Electrification
Total amount for Toilet Block
Total amount for Toilet Block
Part - 7 Composting Bed
Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles) &
disposal of the surplus excavated soil as directed within a lead of
1 50 M. For following diameter of piles
Excavation for foundation including sorting out and stacking of
useful materials and disposing of the excavated stuff up to 50 mt.
lead and all lift, watering etc. complete.
(A) Loose or soft soil with manual labour
(1) Upto 1.5 Mt. Depth 5.00 203.83 C. M.
Providing and laying cement concrete 1:4:8 (1 cement : 4 sand
: 8 graded stone aggregates 40 nominal size) and curing
3 complete including cost of form work in :
(A) Foundation and plinth 3.00 2680.21 C. M.
Providing & laying cement concrete 1:2:4 (1 cement : 2 sand :
graded stone agg. 20 mm nominal size) & curing comp.
4 Includ.cost of form work but exclu. Cost of reinforcement for 5.00 3637.34 C. M.
reinforced concrete work in : (A) Foundation, footing, Base of
columns and Mass concrete.
Providing and laying cement concrete 1:1.5:3 ( 1 cement,
sand, 3 graded stone aggregates 20 mm nominal size ) & curing
complete including cost of form work but excluding cost of
5 reinforcement for reinforced concrete work in:
(A) Foundation, footing, Base of columns and Mass concrete.
Providing and laying ordinary cement concrete 1:1.5:3 ( 1 cement,
1.5 sand, 3 graded stone aggregates 20 mm nominal size )
finishing smooth curing etc. complete including cost of form work
but excluding cost of reinforcement for reinforced concrete
(R.C.C.) work in: Upto G.L./P.L.
(1) Having cross section area upto 0.08 sq.mt 2.00 12632.60 C. M.
(1) Having cross section area more than 0.08 and upto 0.12 sq.mt
(2) Slabs having more than 10 cm. and upto 13 cm. thickness 0.00 7396.96 C. M.
Providing & fixing IS Mark TMT Bar FE 500 / FE 500D reinforcement
for R.C.C. work incl. bending, binding & placing in position etc. 1897.00 76.21 Kg
7 comp. Upto G.L./P.L.
Providing & construction brick work using Fly Ash bricks having
crushingstrength not less than 70 Kg./sq.cm. in foundation & plinth
in C.M. 1:6 (1 cement:6 sand ) etc. comp. Up to G.L./P.L. 8.00 4237.00 C. M.
Filling in trenches with available excavated earth in layer not
exceeding 20 cm. in depth consolidating each deposited layer by 3.00 130.39 C. M.
9 ramming and watering etc.complete.
Providing and filling in plinth with murrum/yellow soil or selected
soil in layers of 20 cm. thickness including watering, ramming and 8.00 289.06 C. M.
10 consolidation etc. complete.
Providing and applying 20mm. thick sand faced cement plaster
on walls or similar surfaces at all floor levels consisting of 12 mm.
11 average thick backing coat of C.M.1:3 (1 cement : 3 sand) and 8 62.00 330.88 S. M.
mm. Thick finishing coat of C.M.1:1 (1 cement : 1 sand) etc. comp.
Providing and applying two coats of weathershield max paint (3
coats may be required in case of darker colours) of ICI Dulux or
Apex Ultima of Asian paint including applying exterior acrylic
primer coat as per manufacturers specification and directions in
shade and colour approved by architects, on exterior surfaces of
the building including scaffolding, preparing the surface, watering,
curing etc. complete and as directed by the architects and
Surface preparation:
Surface is thoroughly clean, dry and free from all loose dirt, chalk,
grease, funfi, algae and flaking paint. This can be achieved by
brushing with a wire / stiff coir brush, followed by water jetting if
12 required. Fill up all minor cracks and defects with white cement
and sand mixture in the ratio 1:3. For application on previously
painted wall, previous coatings of paint must be thoroughly
scraped off and clean the surface thoroughly using wire brushes.
Apply a liberal coat of exterior acrylic primer and allow it to dry for
4-5 hours. application of putty is not recommended. Minimum 4-6 62.00 82.00 S. M.
hours duration is required between each coat of weather shield
Total amount for Composting Bed
Total amount for Composting Bed
Part - 8 Seating Area
(A) WORK UPTO PLINTH LEVEL
Excavation for foundation includ.sorting out & stacking of useful
1 materials & disposing of the excavated stuff upto 50 mt. Lead & all
lift, watering etc. Comp. (A) Loose or Soft soil With Machinaries
(A) loose or soft soil
( I ) 0 To 1.5 mt. Depth 85.00 117.26 CM
( II ) 1.5 To 3.0 MT Depth 32.00 129.98 CM
(III) 3.0 To 5.0 MT Depth 2.00 142.52 CM
Excavation for foundation includ.sorting out & stacking of useful
2 materials & disposing of the excavated stuff upto 50 mt. Lead & all
lift, watering etc. Comp. (A) Loose or Soft soil-With Manual Labour
(A) loose or soft soil
( I ) 0 To 1.5 mt. Depth 5.00 203.83 CM
( II ) 1.5 To 3.0 MT Depth 5.00 224.95 CM
(III) 3.0 To 5.0 MT Depth 2.00 246.06 CM
Providing Dry Rubble Soilling of various thicknessto required grade
3 including trimming of earth work hand packing the interstics with
Quarry Spalls complete for all leads and lifts.
(A) Foundation and plinth - MR 53.00 1054.26 CM
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed
4 stone agg 20m.m Nominal size)&curing comp. incl. cost of form
(A) Foundation and Plinth 33.00 3005.76 CM
Providing & laying cement concrete 1:1.5:3 (1 cement:1.5 sand:3
graded stone agg. 20 mm nominal size)& curing comp.
Includ.cost of form work but exclu. Cost of reinforcement for
reinforced concrete work in :
(A) foundation, footing, base of columns and mass concrete 66.00 4146.15 CM
Providing & laying cement concrete 1:1.5:3 (1 cement:1.5 sand:3
graded stone agg. 20 mm nominal size)& curing comp.
Includ.cost of form work but exclu. Cost of reinforcement for
reinforced concrete work in :
(1) Having cross sectional area upto
upto G.L./P.L. 0.00 12632.60 CM
(2) Having cross sectional area more than 0.08 and up to 0.12 sq.
upto G.L./P.L. 0.00 11166.97 CM
(3) Having cross sectional area more than 0.12 sq. mt.
upto G.L./P.L. 4.00 9201.68 CM
(1) Having cross sectional area upto 0.08 sm.
upto G.L./P.L. 0.00 9102.61 C.M.
(2) Having cross sectional area more than 0.08 sq. mt and upto
upto G.L./P.L. 0.00 8174.41 CM
(3) Having cross sectional area more than 0.12 sq.mt.
upto G.L./P.L. 23.00 7086.88 CM
Providing and fixing TMT FE-500 bar reinforcement for R.C.C. work
including binding and placing in position etc. comp.
Upto G.L./P.L. 8095.00 76.21 Kg.
Providing and constructing brick work using fly ash building bricks
having crushing strength not less than 35 kg/sqcm. in foundation
and plinth in cement mortar 1:6 (1 cement :6 fine sand) etc.
upto G.L./P.L. 0.00 4237.00 CM
Filling in trenches with available excavated soil incl. Watering and
9 consolidating etc. comp inclu. Spreading the available soil as per 19.00 130.39 CM
instruction of engineer in charge etc.complete.
Filling in foundation and plinth with yellow or selected soil in layer
10 of 20 cm thickness including watering ramming and 43.00 289.06 CM
consolidationg etc.comp.
20mm thick sand faced cement plaster on walls upto height
metres above ground level consisting of 12mm thick backing coat
of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc. complete.
upto G.L./P.L. 0.00 330.88 SM
Providing & applyin Decorative natural stone texture Coat
Synthetic plaster consisting of crushed natural stone chips of 0.5 to
12 4 mm size in proper gradation, bonded with Synthetic Resins,
Adhesives and various additives and applied two coats of 3 of
mm approximately.
The basic Adhesive is an Aqueous Vinyl Acetate / Acryl ate Co-
Polymer Emulsion. The Acryl ate component polymerized into the
product, imparts goods flexibility to the coating. The Co-Polymer
emulsion is combined with other Chemical Compound to give
specific properties to the final coating. These chemicals are
designed to give fungus and bacterial resistance property while in
the drum, as well as to apply Coating. They also give good
application flow properties and cohesive finish, thereby enabling
the adhesive to penetrate into the substrate before drying and
form anchor like grip. The Additives also reinforce coating, impart
water resistance and increase the life of the coating.
The specification demands that to maintain consistent quality, the
material is supplied in ready-mixed paste, packed in airtight
drums. In packed drums, the shelf life of the material will be at
least one year, if stored in cool dry place under cover.
Providing and applying of Resin Bonded. Ready Mixed Ready to
Use Decorative natural stone Textured Coating of approved
shade and color. Dry film of the average thickness of 3 mm of
mm on recommended plaster specification; to perfect line, level,
plump including finishing with sharp edge at corners, niches etc.
all as per manufacturers recommendations and specification
including all labor materials, scaffolding and surface preparation
etc. Complete as specified in drawing and as directed by the
Engineer-in-charge.
All Floor (as per approved rates for Art Centre)
upto G.L./P.L. 410.00 968.40 SMT.
Supply, Laying and washing of Hydrophobic type Factory
premixed Free Foam Stonecrete wall texture, 8 t0 10mm thick in
13 approved base colour and with selected and approved 1.00 2815 S.M.
aggregates by EIC - Including specified UV resistant WB AcrySeal
Providing 20 mm deep finished groove in plaster in line and level
etc. Comp. For all Floor (M.R.)
At Ground Floor 350.00 50.00 RMT.
Providing and Fixing of Sitting Making of controlled cement
concrete work M250 Expose with Groove and curing complete
including the cost of form work but excluding the cost of
reinforcement of reinforced concrete work.
Providing & laying River Wash Black granite slab 18mm thick in
flooring, treads of steps and landing laid on bed of 20mm thick
cement mortar 1:6 (1 Cement : 6 coarse sand) or lime mortar 1:1.5
laid and finished with flush pointing in white or colour cement
including rubbing and polishing complete. (Basic Rate:-
Rs.1614.0/S.M.) For River Wash add 100 rs (=2422+100 = 2522)
Ground Floor 80.00 2522.00 S.M.
Providing & laying granite slab 18mm thick in skirting, risers of steps,
dedo and pillars laid on 10mm thick cement mortar 1:4 (1 Cement
16 : 4 Coarse sand) and finished with flush pointing in white or colour
cement including rubbing & polishing comp. (Basic Rate:-
Rs.1347.46/S.M.) For River Wash add 100 rs (=2449+100 = 2549)
All Floor 27.00 2549.00 S.M.
17 (C ) Labour Charges For Edge Finished For Granite 343.00 70.00 RMT.
Providing and fixing of 100% Valsadi Saag wood Wooden
Floor,dedo,pargolla,seating back support using of 100% Valsadi
Saag wood Wooden Section as per architect Suggesion &
18 Drawings for floor all Wooden Section Finish with Sealer Coat 154.00 4916.00 CFT
Wood Polise as per Architect Design , drawing including
Scaffolding, necessary hardware,cutting, hoisting, fixing in position
and labour etc.complete & instructed by in EIC & Architect.
MS Box Section Steel work welded in built up sections, framed
work including cutting, hoisting, fixing in position and applying a
priming coat of red lead paint (A) in beams & joists channels
angles, tees, flats with connection plates or angle cleats as in
main & cross beams,hip & trussed purlins connected to common
raffers & the like. As per attached drawing including necessary
hardware and labour etc.complete & instructed by in EIC &
Fabrication, installation and fixing of Tensile fabric over MS
Members as per following methodology, Design, structural
analysis, detailed engineering & shop drawings as per plan area.
MS Frame : Supply, fabrication and installation in position of MS
Frame including base plate, stiffeners, pipes, with anchors as per
approved drawings. Painting : Painting with P.U. Primer and two
19A coats PU paint in approved shade on the MS Frame making it 26.00 6500.00 S.M.
completely ready to take the tensile fabric as specified Fabric:
Providing, patterning, cutting, heat welding to required shape and
Installation of the Tensile Fabric Ferrari -902 to the MS Frame with
necessary fixing accessories like GI wire, SS 304 profile laser cut
plates, SS fittings, etc. (RCC for footing and all concrete works shall
be paid separately.)
Providing & applying painting two coats at all floor levels on new
steel other metal surface with Epoxy paint, brushing interior to
give an even shade incl. cleaning the surface of all dirt, dust &
other foreign matter etc. Comp.
(A) For All Type of Steucture For all Floor 0.00 215.00 SM
Painting two coats (excluding priming coat) on new steel and
other metal surface with enamel paint, brushing, interior to give
21 an even shade including cleaning the surface an even shade
including cleanicn the surface of all dirt, dust and other foreign
Ground Floor 142.00 65.31 S.M.
Providing, supplying & placing precast RCC Woodeny benches as
per given specifications. (Seating plank dimensions : Seating
Length of the Bench : 1380 mm, Seating width of the Bench :
mm, Seating height of the Bench : 450 mm, Seating plank
thickness : 60 mm,Total height of the Bench : 900 mm.)
M-30 grade of Concrete using vibration compaction process.
Benches consists of 2 Nos. L-shape base support in wooden texture
and 1 Nos.flate back and 1 Nos. bottom plank leg thickness :90
22 mm, Leg hight : 830mm, Leg width : 600 mm, backside plank width
: 350 mm, backside plank length : 1380 mm, backside plank
thickness : 60 mm.
Bench top and back planks are treated with special anticorrosive,
water proof coating, prevent sun, rain, light and fungal attack, as
to make surfaces glossy and water proof.
The back rest should show as details given by SMC in embossed at
Total amount of Seating Area
Total amount of Seating Area
Part - 9 Activity Area Equipments & Signages
Providing & Fixing Of Two Nos Dry aad Wet S.S Decorative type
one DUSTBIN of 20 ltrs. With S.S.Support
Supply and fixing of CHILDREN PLAYING EQUIPMENTS.
COMBINATION SET 3 IN 1 As the name suggests, this item has a
combination of three items such as swing, slide and seesaw. The
complete frame of this item is fabricated from 20 NB and 25 NB
powder coated GI pipes. The slide in the combination set is made
up of Fiber reinforced plastic (FRP). The slide landing support is
made in 20 NB pipe. The slides are given a smooth finish so that
the child does not hurt itself while playing on it. The bucket swing is
made up of LLDPE and is attached to a nylon rope. For the bucket
swing a handle is given for gripping, which is made in rotational
molding and out of LLDPE. The see-saw lever and stand is made
up of 20 NB GI pipe. The see saw seat is made out of LLDPE. The
bearing used is of heavy-duty bush type.(Age Group :- 2-
yrs.,Product Area :- 2.0 m x 1.6 m,Safe Play Area :- 3.0 m x
m,Height :- 2.40m.
SPRING RIDER DUCK: The spring rider being a duck rider provides
an unlimited fun to the children riding on it. The duck is made out
from fiber reinforced plastic (FRP). The handles of duck provided
for gripping is made up of 15 NB GI pipes, whereas the duck is
made out of LLDPE in rotational molding. The duck is mounted on
heavy-duty compression spring. Also a GI flat is provided for
footrest. The spring is mounted on 5mm thick plate. And the stand
for support is made out of 40 NB pipe.(Age Group :- 3 -
yrs.,Product Area :- 1.0 m. x 0.5 m,Safe Play Area :- 2.0 m. x
m,Height :- 2.00m.)
DOLPHIN SEE-SAW:This innovative spring see saw is an exciting
product, which provides unlimited fun to the children playing on it.
The dolphin is made up of PP sheet of 12mm thick. The seating
arrangement is also made up of FRP sheet of 3mm thk. The
handles for gripping are made up of S.S material. The frame is
made from 25 x 50 x 1.6 mm thk rectangular tube. Rubber
padding is fixed at the bottom end of the tube to absorb the
2.3 ground impact. The dolphins are mounted on a pair of heavy- 4.00 32871.00 No
duty compression spring. The dia of the spring rod is 20mm. The
spring is mounted on 5mm thick plate. And the stand for support is
made out of 50MM NB powder coated GI pipes. For a good
foundation, M.S. angle of size 25 x 25 x 5 mm thk are provided.
Special end caps are used to cover the nuts bolts so that no injury
is caused to the child. (Age Group :- 3-8 yrs.,Product Area :- 0.4m x
0.75 m,Safe Play area :- 1.40 m x 2.0 ,Height :- 0.60m.)
FOUR-SEATER ARC SWING- As the name suggests, four children can
enjoy the four seater arc swing at one time. The arched shaped
side frame is made of 80 NB GI pipes and top pipe is made up of
50 NB GI pipes. The frame is powder coated to give an esthetic
look. The four swings are made up of 10 mm thick anti skid
chequered reinforced rubber top. The rubber belt seat is
suspended on 6 mm rubber coated GI chain. The ball bearings
are mounted inside a specially designed nylon clamp.(Age Group
:- 4-14 yrs.,Product Area :- 6.5 m x 1.5 m,Safe play area :- 7.5 m x
2.5 m,Height :- 2.40m)
MULTI LANE SLIDE - 2 LANES - As the name suggests, 2 riders can
slide at one time on 2 lanes - multilane slide. The slide chute is
made from 3-4 mm thick Fiber Reinforced Plastic (FRP). The sides
are smooth and curve is given to provide smooth ride to the riders.
The platform is made from Fiber Reinforced Plastic (FRP) with
suitable wooden reinforcement. The trapezium platform is
supported by 80 NB powder coated GI pipe. The railing is provided
2.7 to the platform and is made from low-density polyethylene 2.00 63000.00 No
(LLDPE), supported by 20 NB GI pipe. The ladder is made up of
NB GI pipe and having railing of 25 NB. The steps are made up of
16 SWG GI sheet folded in triangular shape with smooth edges.
The slide is supported with 'T' supports, made up of 80 NB GI pipe.
The slide entry railing is made in 20 NB GI pipe.(Rec. Age :- 4-12
years,The area :- 7.80 m x 2.20 m,Safe play area :- 8.80 m x
3.20 m , Platform Height :- 2.15 m )
MULTIACTIVITY PLAY SYSTEM -05: - Age Group : 5 to12,Area : 10 x
9.5m,Safe Area : 12m x 11.5m,Height : 1.52m. Sq. Deck 5’ ht with
canopy:The platform is made up of FRP with anti skid surface. The
top canopy is made of FRP with a minimum thickness of 2-3 mm.
The canopy is assembled from four modules.
Bowl Slide 3’ ht:The Bowl slide sliding part is made up of Fiber glass
Reinforced Plastic molded one and is of attractive color and
shade. The FRP bowl slide has minimum permissible joints suitable
for children such that child does not fall down while sliding down.
The thickness of the slide is 3 -4 mm thk. There is a suitable
handgrip on the side of the slide. The landing support is made up
of 25 NB GI pipes.
FRP Bridge 8’ Long:The FRP Bridge is made from FRP with a
thickness of 4mm. The ladder should has strength and avoids
bending. The ladder should be such that it does not have any kind
of skiddy movement.
FRP Tunnel 6’ Long:FRP Tunnel is a pipe shaped module of specific
dia made from FRP of 4mm thickness.
Swinging Bridge 8’ Long:The swinging bridge is made up of
wooden planks attached together with the help of nuts bolts and
is suspended with galvanized chains of 12mm thk. The railing is
made from roto molding process with pipe support of 20 NB GI
pipe. The frame is made up of 80 NB pipe & has a 50 x10 MS flat
welded at the ground level.
Spiral Slide 5’ ht :The spiral slide chute is made of FRP having shell
thickness of 5-6 mm. The center support of the spiral slide is made
from 100 NB GI pipe. The supports for landing are made up of
NB GI pipe. The railing is made up of LLDPE in roto molding
process. It is supported by 20 NB GI pipes. The support pipe is
powder coated to avoid rusting of the pipe.
FRP Ladder:FRP ladder is made up of FRP with a conservative
thickness of 4 mm. The ladder has reinforcement to maintain
strength and avoid bending. The top surface of the ladder should
2.8 be such that it should not deserve any kind of skiddy movement.
Rock Climber 5’ ht:The Rock climber is made up of FRP (FRP). The
rocks are moulded on same platform. The climber is supported by
25 NB pipe at the bottom for ground support.
Wave Slide 5’ ht:The Wave slide Chute with top entry module is
made up of 4 mm thick of FRP. The Wave shape should be in such
a manner that it will not give any jerk or
bump to the rider. The chute has its end such as it causes safe
landing of the child. The landing portion should be in horizontal
with respect to the ground. There should be support provided
made up of 25 NB GI pipe.
The chain climber is made from 7mm thick galvanized chain. The
foundation frame is made from 25 NB GI pipe with ‘U’ hooks
welded to it. The chain is over-hanged with a M.S. flat 50 x 10 with
the help of ‘U’ hooks. The steps are made from 20 NB GI pipes
welded to the chain for climbing.
The bubble panel is provided for all decks for safety purpose and
it is made up of LLDPE in rotomould process. It is supported by
NB GI pipes clamped to the vertical support pipe. The support
pipe is powder coated to avoid rusting of the pipe.
FRP Staircase 3’ht:
The staircase is made up of FRP with a conservative thickness of
mm. The ladder should have reinforcement to maintain strength
and avoid bending. The top surface of the ladder should be such
that it should not deserve any kind of skiddy movement.
The cross n zero enhances the tactical strength ability of the
children. The prisms of ‘X’ and ‘O’ are made out of molded plastic
while the frame is made out from LLDPE in molding process. The
prisms are fixed on powder coated GI pipe frame of 15 NB.
2.9 S Loop Climber 2.00 44137.00 No
Providing and fixing of M.S.powder Coated Open GYM
3 Equipment Design & All Section As per Architect/Consultant
Drawings,Instruction & Suggesion
CHEST PRESS DOUBLE: MADE OF 114MM ROUND PIPE AND
41MM ROUND PIPE GI JINDAL BRAND 3.5 MM WALL
THICKNESS, SKF BRANDED BALL BEARING AT MOVEMENT
POINT, MAKES IT SMOOTH, ALL POWDER COATED STUCTURE
RUST PROOF ALL HARDWARE CAPPED PROTECT FROM THE
RUST UPPER AND LOVER CAPPED.
SHOULDER PRESS DOUBLE: MADE OF 114MM ROUND PIPE AND
41MM ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 60398.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
LEG PRESS DOUBLE : MADE OF 114MM ROUND PIPE AND 41MM
ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 49945.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
CHEST PRESS WITH PULL CHAIR : MADE OF 114MM ROUND PIPE AND
41MM ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 60398.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
CROSS WALKER DOUBLE : MADE OF 114MM ROUND PIPE AND
41MM ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 62721.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
ELIPTICAL CROSS TRAINER : MADE OF 88MM ROUND PIPE AND
41MM ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 66206.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
ARMS WHEELS DOUBLE : MADE OF 114MM ROUND PIPE AND 41MM
ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 36007.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
AIR WALKER: MADE OF 88MM ROUND PIPE AND 41MM ROUND PIPE
GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF BRANDED BALL
BEARING AT MOVEMENT POINT, MAKES IT SMOOTH, ALL POWDER
COATED STUCTURE RUST PROOF ALL HARDWARE CAPPED PROTECT 1.00 45299.00 NO.
FROM THE RUST UPPER AND LOVER CAPPED.
SITTING STANDING TWISTER : MADE OF 114MM ROUND PIPE AND
41MM ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 37517.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
TRIPPLE TWISTER : MADE OF 114MM ROUND PIPE AND 41MM ROUND
PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF BRANDED BALL
BEARING AT MOVEMENT POINT, MAKES IT SMOOTH, ALL POWDER
COATED STUCTURE RUST PROOF ALL HARDWARE CAPPED PROTECT 1.00 40653.00 NO.
FROM THE RUST UPPER AND LOVER CAPPED.
BONY RIDER MADE OF 114MM ROUND PIPE AND 41MM ROUND
PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF BRANDED BALL
BEARING AT MOVEMENT POINT, MAKES IT SMOOTH, ALL POWDER
COATED STUCTURE RUST PROOF ALL HARDWARE CAPPED PROTECT 1.00 43208.00 NO.
FROM THE RUST UPPER AND LOVER CAPPED.
ROWING MACHINE : MADE OF 88MM ROUND PIPE AND 41MM
ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 44137.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
BICYCLE : MADE OF 58MM ROUND PIPE AND 41MM ROUND PIPE GI
JINDAL BRAND 3.5 MM WALL THICKNESS, SKF BRANDED BALL
BEARING AT MOVEMENT POINT, MAKES IT SMOOTH, ALL POWDER
COATED STUCTURE RUST PROOF ALL HARDWARE CAPPED PROTECT 1.00 40188.00 NO.
FROM THE RUST UPPER AND LOVER CAPPED.
SHOULDER WHEELS DOUBLE : MADE OF 114MM ROUND PIPE AND
41MM ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 43324.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
BACK MASSAGER : MADE OF 114MM ROUND PIPE AND 41MM
ROUND PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF
BRANDED BALL BEARING AT MOVEMENT POINT, MAKES IT SMOOTH,
ALL POWDER COATED STUCTURE RUST PROOF ALL HARDWARE 1.00 55752.00 NO.
CAPPED PROTECT FROM THE RUST UPPER AND LOVER CAPPED.
LEG STRETCH : MADE OF 114MM ROUND PIPE AND 41MM ROUND
PIPE GI JINDAL BRAND 3.5 MM WALL THICKNESS, SKF BRANDED BALL
BEARING AT MOVEMENT POINT, MAKES IT SMOOTH, ALL POWDER
COATED STUCTURE RUST PROOF ALL HARDWARE CAPPED PROTECT 1.00 38330.00 NO.
FROM THE RUST UPPER AND LOVER CAPPED.
Informatory sings:- Providing and fixing sing boards made out of
mm aluminium sheet; size 80 x 60 cms. Rectangle as per design of
IRC 67-1977.pre treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats of best
quality epoxy paint; reflectorised with retro refiective sheeting as
per latest M.O.S.T. Specification; 3.1 m long stand post and frame
4 fabricated from suitable size iron agle of 35 x 35 x 3 mm,75 x 75 x 6 15.00 4099.59 NO.
mm as required;painted with best quality epoxy coating in block
and white bends.The details of symbol for each board shall be as
per the insruction of engineer in charge. The fixing at site shall be
in 1:2:4 CC block of size 45 x 45 x 60 Cms.for each leg.including
excavation,curing etc.complete under the supervision of engineer
in charge.(B)High intensity Grade.
Inauguration Plate:
(A) Computer graphic design: UV Printing on 3mm ACP composite
panel sheet (Silver colour brush finish), Matt lamination including
transportation etc.As per Architect/Consultant Drawings,
5 Instruction & Suggesion.
(B) Stainless steel takti stand: 2 or 3 inch dia S.S. pipe, 16 x 8 Inch
mm thick S.S. plate with frame size 30 x 42 inch including
fabrication and transportation work etc.As per
Architect/Consultant Drawings, Instruction & Suggesion.
Providing & Fixing of retro refectories cautionarystreet signedges
made out of 4 mm thick ACP sheet with Retro reflective latter
types 11 joint on it this ACP sheet is framed on MS frame of box
section size 38 x 38 mm medium guage welded with 38 mm x
mm flate plate as per drawing and details, supported on a
75X75X4mm Square pipe fixed to the with foundation R.C.C.
(1:1.5:3) 0.50X0.50X0.70 and Size of Column 0.45X0.45, 0.70mt
height fixing with S.S. plate as per Dimension given in drawing.
Including foundation bolt and foundation plates as per drawing
etc, as directed by engineer in charge.
Providing mandap service at garden place on Inauguration/khat
water proof mandap
(a) up to 15 ft. width. 0.00 10.00 sq.ft.
(b)from 16 to 30 ft.width 0.00 10.00 sq.ft.
( c) more then 31 ft. width. 0.00 13.00 sq.ft.
7 (2) with tadpatri
(a) up to 15 ft. width. 0.00 10.00 sq.ft.
(b)from 16 to 30 ft.width 0.00 10.00 sq.ft.
( c) more then 31 ft. width. 0.00 13.00 sq.ft.
(3) simple mandap
(a) up to 15 ft. width. 0.00 5.00 sq.ft.
(b)from 16 to 30 ft.width 0.00 7.00 sq.ft.
( c) more then 31 ft. width. 0.00 10.00 sq.ft.
Hire charges for providing, erecting, Operating and dismantling
the sound system consisting of following items duly cored with
copper core (For one day)
(a) 250W Audio Amplifier, 55A, 250W - 1 No.
(b) High performance CD/DVD player and laptop- 1 No.
(c) Horns with Units & matching transformer - 6 Nos.
(d) 15" Speaker box two way 1000 watt - 4 Nos.
(e) Microphone (shure/sennhieser) - 4Nos
8 (f) Microphone Stand DGN - 4 Nos. 0.00 13887.50
(g) Cord wire with necessary cabling .
(h) Voltage Stabilizer 3 KVA - 1 No.
(i) 12V Battery - 1 No.
(j) Cordless Microphone - 1 No.
(K) Audio mixer 8/12/16 channel- 1 No. (L)Stage monitor- 2 Nos
Total amount of Activity Area Equipments & Signages
Total amount of Activity Area Equipments & Signages
Part - 10 Stepped Seating
(A) WORK UPTO PLINTH LEVEL
Excavation for foundation includ.sorting out & stacking of useful
materials & disposing of the excavated stuff upto 50 mt. Lead & all
lift, watering etc. Comp. (A) Loose or Soft soil With Machinaries
(A) loose or soft soil
( II ) 1.5 To 3.0 MT Depth 0.00 127.14 CM -
(III) 3.0 To 5.0 MT Depth 0.00 141.11 CM -
Providing Dry Rubble Soilling of various thicknessto required grade
including trimming of earth work hand packing the interstics with
Quarry Spalls complete for all leads and lifts.
(A) Foundation and plinth - MR 444.00 1054.26 CM
Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles) &
disposal of the surplus excavated soil as directed within a lead of
3 50 M. For following diameter of piles.
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed
stone agg 20m.m Nominal size)&curing comp. incl. cost of
(A) Foundation and Plinth 34.00 3005.76 CM
Providing and laying cement concrete work 1:2:4 (1- Cement : 2-
Coarse sand : 4- graded stone aggregates 20 mm nominal size)
5 and curing complete excluding cost of formwork and 0.00 3637.34 CM -
reinforcement for reinforced concrete work in (A) Foundations,
footings, Base or columns and Mass concrete
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M20 Design mix concrete as per IS 456:2000 (latest
6 revision) as per tender specification in all items including cost of
form work and rendering but excluding cost of reinforcement.
(A) foundation, footing, base of columns and mass concrete 222.00 5119.00 CM
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M20 Design mix concrete as per IS 456:2000 (latest
revision) as per tender specification in all items including cost of
form work and rendering but excluding cost of reinforcement.
(1) Having cross sectional area upto
upto G.L./P.L. 12.00 12550.27 CM
(2) Having cross sectional area more than 0.08 and up to 0.12 sq.
upto G.L./P.L. 0.00 11099.15 CM -
7 (3) Having cross sectional area more than 0.12 sq. mt.
upto G.L./P.L. 0.00 9153.32 CM -
(1) Having cross sectional area upto 0.08 sm.
upto G.L./P.L. 13.00 8957.39 C.M.
(2) Having cross sectional area more than 0.08 sq. mt and upto
upto G.L./P.L. 37.00 8038.38 CM
(3) Having cross sectional area more than 0.12 sq.mt.
upto G.L./P.L. 26.00 6961.62 CM
upto Basement to G.L./P.L. 49.00 8191.72 CM
Providing and fixing TMT FE-500 bar reinforcement for R.C.C. work
8 including binding and placing in position etc. comp.
Upto G.L./P.L. 35365.00 76.21 Kg.
Providing and constructing brick work using fly ash building bricks
having crushing strength not less than 35 kg/sqcm. in foundation
9 and plinth in cement mortar 1:6 (1 cement :6 fine sand) etc.
upto G.L./P.L. 201.00 4237.00 CM
Filling in trenches with available excavated earth in layer not
10 exceeding 20 cm in depth consolidating each deposited layer by 222.00 130.39 CM
ramming & watering
Providing & filling in plinth with yellow soil/Good Quality Garden
11 Soil(Free From Inert Material) or selected soil in layers of 20 cm. Th'. 696.00 289.06 CM
Incl. watering, ramming & consolidation etc. complete.
Providing 10mm thick cement plaster in single coat on
brick/concrete walls for interior plastering upto floor two level and
12 finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-
upto G.L./P.L. 302.00 189.79 SM
Total amount upto plinth (A)
Total amount upto plinth (A)
(B) WORK ABOVE PLINTH LEVEL
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M20 Design mix concrete as per IS 456:2000 (latest
revision)and as per tender specification in all items including cost
of form work and rendering but excluding cost of reinforcement
for reinforced concrete work.
(1) Having cros sectional area upto 0.08 sq. mt
Ground Floor 0.00 12550.27 CM -
(2) Having c/s area > 0.08 & upto 0.12 sq.mt.
Ground Floor 5.00 11099.15 CM
(3) Having cros sectional area> 0.12 sq.mt.
Ground Floor 0.00 9153.32 CM -
Providing & fixing TMT FE 500 Bar reinforcement for R.C.C. work incl.
14 bending, binding & placing in position etc.comp.
Ground Floor 1000.00 76.21 Kg
Providing & laying granite slab 25-30mm thick in flooring, treads of
steps and landing skirting, risers of steps, dedo and pillars laid on 10-
20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) and
15 finished with flush pointing in white or colour cement including
rubbing & polishing comp.
All Floor 556.00 2410.00 SM
(C ) Labour Charges For Edge Finished For Granite 565.00 43.43 RM
Providing and laying polished Kota stone slab flooring over 20mm
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse
sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and
15A jointed with grey cement slurry mixed with pigment to match the
shade of slab including rubbing and polishing etc. complete.
All Floor 559.00 989.45 S.M
Providing and fixing stone work for 18-20mm thick Sand stone wall
& Top cladding over 20mm (average) thick Cement mortar of 1:4
(1Cement :4Coarse sand) including pointing with Cement mortar
1:2 (1White Cement : 2 Coarse sand) with matching pigment
,grooves and joints all complete as per drawing;including stainless
steel cramps & fastners if required for fixing the stone etc, all
complete. (Basic Rate:- Rs.650.0/S.M.)
All Floor 10.00 1420.00 S.M.
MS Box Section Steel work welded in built up sections, framed
work including cutting, hoisting, fixing in position and applying a
priming coat of red lead paint (A) in beams & joists channels
angles, tees, flats with connection plates or angle cleats as in
main & cross beams,hip & trussed purlins connected to common
raffers & the like. As per attached drawing including necessary
hardware and labour etc.complete & instructed by in EIC &
Providing & applying painting two coats at all floor levels on new
steel other metal surface with Epoxy paint, brushing interior to
18 give an even shade incl. cleaning the surface of all dirt, dust &
other foreign matter etc. Comp.
(A) For All Type of Steucture For all Floor 0.00 215.00 SM -
Painting two coats (excluding priming coat) on new steel and
other metal surface with enamel paint, brushing, interior to give
19 an even shade including cleaning the surface an even shade 842.00 65.31
including cleanicn the surface of all dirt, dust and other foreign
Total amount above plinth (B)
Total amount above plinth (B)
Total amount of Stepped Seating (A+B)
Total amount of Stepped Seating (A+B)
Part - 11 GAZEBO
(A) Construction of Gazebo
Exacavation for foundation include. Sorting out & stacking of
1 useful materaials & disposing of the excavated stuff upto 50 mt.
Lead & all lift, watering etc. Comp.
(A) Loose or soft soil
(1) Up to 1.5 Mt.depth For G. Beam 16.00 117.26 C.M
Boring holes 3.50 mt. Deep in ordinary soil ( for cast in situ piles ) &
2 disposal of the surplus excavated soil as directed within a lead of
Providing Dry Rubble Soilling of various thickness to required grade
3 including trimming of earth work hand packing the interstics with
Quarry Spalls complete for all leads and lifts.
(A) Foundation and plinth 3.00 1054.26 CM
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed
4 stone agg 20m.m Nominal size)&curing comp. incl. cost of form
A) Foundation and plinth. In side of Gazebo 6.00 3005.76 C.M
Providing & laying cement concrete 1:1.5:3 (1 cement:1.5 sand:3
graded stone agg. 20 mm nominal size)& curing comp.
5 Includ.cost of form work but exclu. Cost of reinforcement for 3.00 4146.15 C.M
reinforced concrete work in : (A) Foundation, footing, Base of
columns and Mass concrete.
Providing & laying ordinary cement con.1:1.5:3 (1cement:1.5sand:
3 graded stone agg. 20 mm nominal size) finishing smooth curing
etc. comp. Incld. Cost of form work but excl. Cost of
reinforcement for R.C.C. Work in : Up to G.L./P.L.
(1) Having c/s area up to 0.08 s.mt. Above G. Beam 0.50 12632.60 C.M
(1) Having c/s area up to 0.08 s.mt. 1.50 9102.61 C.M
Providing & Laying c.c. 1:3:6 (1 cement : 3 coarse sand : 6 crushed
7 stone aggregate 20 mm nominal size ) & curing etc. comp.
Include. Cost of form work in : Upto G.L./P.L.
Wall caps / copings 1.00 3,982.62 C.M
Providing & Fixing TMT / CRS bar reinforcement for RCC work
8 including bending, binding and placing in position comp. Upto 825.22 76.21 Kgs.
floor two level.
Providing & Const. Brick work using fly ash building brick having
crushing strength not less than 35 kg./cm in foundation and plinth
9 in C.M. 1:6 ( 1 cement, 6 fine sand ) etc. comp. 15.00 4237.00 C.M
Prov. & filling in plinth with yellow soil or selected soil in layers of
10 cm. Th. Incl. Watering , ramming & consolidation etc. comp. 7.00 289.06 C.M
Providing & applying 10 mm thick cement plaster in single coat on
brick walls & similar surfaces for plastering & finished even &
11 smooth with a floating coat of cement slurry mixed with admixture 14.00 189.79 S.M.
of lime or neeru in required proportion etc. comp. in C.M.1
Providing & applying 20 mm thick sand faced cement plaster on
walls or similar surfaces at all floor levels, consisting of 12 mm AV.
12 Th. backing coat of CM 1:3 ( 1 cement 3 sand ) & 8 mm thick 35.00 330.88 S.M.
finishing coat of CM 1:1 ( 1 cement 1 sand ) etc. Comp. All Floor
Providing & laying River Wash Black granite slab 18mm thick in
flooring, treads of steps and landing laid on bed of 20mm thick
cement mortar 1:6 (1 Cement : 6 coarse sand) or lime mortar 1:1.5
laid and finished with flush pointing in white or colour cement
including rubbing and polishing complete. (Basic Rate:-
Rs.1614.0/S.M.) For River Wash add 100 rs (=2422+100 = 2522)
Ground Floor 39.00 2522.00 S.M.
14 (C ) Labour Charges For Edge Finished For Granite 16.00 70 RMT.
Fabrication, installation and fixing of Tensile fabric over MS
Members as per following methodology, Design, structural
analysis, detailed engineering & shop drawings as per plan area.
MS Frame : Supply, fabrication and installation in position of MS
Frame including base plate, stiffeners, pipes, with anchors as per
approved drawings. Painting : Painting with P.U. Primer and two
15 coats PU paint in approved shade on the MS Frame making it 30.00 6500.00 S.M.
completely ready to take the tensile fabric as specified Fabric:
Providing, patterning, cutting, heat welding to required shape and
Installation of the Tensile Fabric Ferrari -902 to the MS Frame with
necessary fixing accessories like GI wire, SS 304 profile laser cut
plates, SS fittings, etc. (RCC for footing and all concrete works shall
be paid separately.)
Providing & fixing colouron galvaniced steel, zinc / aluminium allus
coated sheet 0.5 mm. thick roofing fixed with gslvanised grom J or
16 L hook bolts and bolt 8mm dia with bituman and impet washer 0.00 999.00 S.M.
filled with white lead etc. Excluding the cost of purlins rafter and
trusses. (Tata / Jindal or equivalent)
Providing and Applying manglore tiles of specified sizze and as
approved by architect and officer incharge
MS Box Section Steel work welded in built up sections, framed
work including cutting, hoisting, fixing in position and applying a
priming coat of red lead paint (A) in beams & joists channels
18 angles, tees, flats with connection plates or angle cleats as in 0.00 126 Kgs.
main & cross beams,hip & trussed purlins connected to common
raffers & the like. including necessary hardware and labour
etc.complete & instructed by in EIC & Architect.
Wall painting with two coats of acrylic emulsion plastic paint of
approved brand over existing surface to give an even shade &
19 surface free from mortar dropping & other foreign matter & sand
papered smooth etc. comp.
(A) For wall & similar surfaces 38.00 79.39 S.M.
Total Amount FOR 1 GAZEBO
Total Amount FOR 1 GAZEBO
Total Amount FOR 3 GAZEBO 3
Total Amount FOR 3 GAZEBO 3
Part - 12 Gabion Wall
Dewatering by pumping set of required capacity including
temporary plaform carting pumping at site and fixing the same in
1 position including all accessories, and fuel and labour etc. 59725.00 18.32 Hp/Hr
complete.Pump set of capacity.
Excavation for foundation includ.sorting out & stacking of useful
2 materials & disposing of the excavated stuff upto 50 mt. Lead & all
lift, watering etc. Comp. (A) Loose or Soft soil With Machinaries
(1) Upto 1.5 Mt. Depth 4536.00 117.26 C. M.
Sealing of entire lake soil surface by supplying and
3 providing,spreading of bentonite powder at 5-25 kg/Sqm as per
direction of engineer incharge.
Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4
graded stone agg. 20 mm nominal size)& curing comp.
4 Includ.cost of form work but exclu. Cost of reinforcement for 909.00 3637.34 C. M.
reinforced concrete work in : (A) Foundation, footing, Base of
columns and Mass concrete
Supplying and laying mechanically woven double twisated
Hexagonal Zn+ PVC coated box wire mesh gabions Size 1m x 1m
x 0.50m filled with 15 to 40 kg. trap rubble stone (approximate
0.75) tone with mesh size 10x12 cm including packing, interlocking
of stones & fusing top of gabion & tying to each other & laying to
the required line, level slope with all leads & lifts as directed etc.
Supplying & Laying mechanically woven double twisted
hexagonal Zn + PVC coated box G.I wire mash gabion size 1.0 x
1.0 x 1.0 mt. filed with15 to 40 kg trap rubble stone (approximate
up 1.65 tone) with mesh size 10 x 12 cm including packing,
interlocking of stones and fushing the top of gabions and tying to
each other & laying to required line, level slope with all leads and
lifts as directed etc. complete.
Supplying and laying mechanically woven double twisated
Hexagonal Zn+ PVC coated box wire mesh gabions Size 2m x 1m
x 1m filled with 15 to 40 kg. trap rubble stone (approximate 3.0)
tone with mesh size 10x12 cm including packing, interlocking of
stones & fusing top of gabion & tying to each other & laying to the
required line, level slope with all leads & lifts as directed etc.
Supplying and laying mechanically woven double twisated
Hexagonal Zn+ PVC coated box wire mesh gabions Size 3m x 1m
x 1m filled with 15 to 40 kg. trap rubble stone (approximate 4.5)
tone with mesh size 10x12 cm including packing, interlocking of
stones & fusing top of gabion & tying to each other & laying to the
required line, level slope with all leads & lifts as directed etc.
Supplying and laying mechanically woven double twisated
Hexagonal Zn+ PVC coated box wire mesh gabions Size 4m x 1m
x 1m filled with 15 to 40 kg. trap rubble stone (approximate 6.0 )
tone with mesh size 10x12 cm including packing, interlocking of
stones & fusing top of gabion & tying to each other & laying to the
required line, level slope with all leads & lifts as directed etc.
Providing and laying geo fabric filter (GWF-50-300 catogary) over
the excavated surface as per specification including stiching with
10 overlap to design profile as directed in tidal range etc. complete. 11004.00 108.80 S.M.
Providing & filling in plinth with murrum/yellow soil or selected soil
11 in layers of 20 cm. Th'. Incl. watering, ramming & consolidation etc. 1354.00 289.06 C. M.
Providing and laying ordinary cement concrete 1:1.5:3 ( 1 cement,
1.5 sand, 3 graded stone aggregates 20 mm nominal size )
finishing smooth curing etc. complete including cost of form work
12 but excluding cost of reinforcement for reinforced concrete work
(R.C.C.) in : Upto G.L./P.L.
(1) Having cross section area upto 0.08 sq.mt 0.00 9102.61 C. M. -
(2) Having c/s area more than 0.08 s.m. & upto 0.12 s.m 87.00 8174.41 C. M.
(3) Having cross section area more than 0.12 sq.mt. 0.00 7086.88 C. M. -
Providing and fixing TMT FE-500 bar reinforcement for R.C.C. work
including binding and placing in position etc. comp.
Upto G.L./P.L. 14800.00 76.21 Kg.
Providing and Fixing Hollow steel Sections Framed Work including
Cutting, Hoisting, Welding & Fixing in position Purlin, Main Chord
13 etc. as per Engineer in-charge.TATA / JINDAL / ASIAN Mak-For 20328.00 126.00 K.G.
Applying Priming coat over new steel and other metal surface
after over and including preparing the surface by throughly
cleaning oil, grease dirt and other foreign matter and scoured
14 with brushed fine steel wool, scrapers and sand paper with ready 1848.00 35.00 S.M.
mixed priming paint brushing red lead.
Painting two coat (excluding priming coat) on new steel and
other metal surface with synthetic enemal paint, burshing to give
15 an even shade including cleaning the surface of all dirt, dust and 1848.00 65.31 S.M.
other foreign matters.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M25 Design mix concrete as per IS 456:2000
(latest revision) and as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement.:
(1) Having cross sectional area upto
upto G.L./P.L. 0.00 12587.74 C.M.
(2) Having cross sectional area more than 0.085 and up to 0.12 sq.
upto G.L./P.L. 0.00 11136.62 C.M.
(3) Having cross sectional area more than 0.12 sq. mt.
upto G.L./P.L. 0.00 9190.79 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M25 Design mix concrete as per IS 456:2000
(latest revision) and as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement.:
(1) Having cross sectional area upto 0.08 sm.
upto G.L./P.L. 0.00 8994.86 C.M.
(2) Having cross sectional area more than 0.08 sq. mt and upto
upto G.L./P.L. 0.00 8075.85 C.M.
(3) Having cross sectional area more than 0.12 sq.mt.
upto G.L./P.L. 0.00 6999.09 C.M.
Providing, mixing, placing, compacting by machine vibrator,
curing, testing M25 Design mix concrete as per IS 456:2000
(latest revision) and as per tender specification in all items
including cost of form work and rendering but excluding cost of
reinforcement.:
(H) RCC Wall- 200 mm Thick
upto G.L./P.L. 0.00 7946.64 C.M.
Total for GABION WALL
Part - 13 External Electrification Work
Supply of approved make frp/grp pole having followiing
specifications :
FRP/GRP pole made by centrifugal moulding process using
thermoset resin polyester/epoxy resin system having minimum
glass content 45.0%.The pole should be in one pieceand tapered
round in shape,having smooth outside surface finish and should be
totally fre from corrosion as well as non conductive and shock
proof. Pole should be provided
with FRP/GRP base bracket dully fabricated from metal(M.S) and
dully claded with FRP/GRP material to avoid any metal exposer
and painted with PU paint.
Pole should mechanical properties i.e 1. Specfic gravity (ASTM D
792) 1.3‐1.8 Kg/m3, 2. Glass Content % by weight (ASTM D 2584)
45.0 ‐55.0%, 3. Water absorption (ASTM D 570)
<0.5%, 4. Tensile Strength(ASTM D 638) 200+/‐50Mpa, 5. Flexural
strength (ASTM D 790) 250+/‐50Mpa, 6. Compressive Strength
(ASTM D 695) 200+/‐50MPa, 7. Yeild Strength(ASTM D638)
Pole should be flame retardant as per IS 6746.Resin used shall be
UV resistance and pigmented. Pole should be painted with first
1 coat of epoxy primer and then two coat of highly
weather resistance polyurethen paint to ensure proper addhesion
of the paint.Minimum thickness shall be 80 to
micron.Defelection of the pole shall not exceed more than
10.0 % of the length of the pole for the given load.Pole should be
generally made as per the dimensional data,performance criteria
and some interchagebility features of poles
as per the standard ANSI C123.20 latest version of ASTM D 923/01
including cable termination box with necessory accessories.The
size of pole and type of installation with
foundation , Anchor Base & Internal junction box as per the
manufacturer details and site requirement .
(1) 'A' class frp/grp pole suitable for base plate mounting
[C] Overall Length of 5.0 meter, Average thickness : 5mm,
Top/Bottom Outside Dia. 76/160mm +/‐2.Weight of Pole 17.0 Kg
approx. (Without base) Metal Anchor Base dully frp claded (Size : 60 11548.34 Nos.
310 Ø * 12mmthk , Mounting hole PCD 260mm * 4 nos. of 16 Ø
[D]Overall Length of 6.0 meter, Average thickness : 5mm,
Top/Bottom Outside Dia. 76/176mm +/‐2.Weight of Pole 19.0 Kg
approx. (Without base) Metal Anchor Base dully frp claded (Size : 20 13602.68 Nos.
340 Ø * 12mmthk , Mounting hole PCD 285mm * 6 nos. of 20 Ø
Providing FRP/GRP arm bracket of having 15˚ arm with 50 mm OD
pipe *5 mm thk,1000mm long from pole centre
(A) Single arm bracket 0 1900.82 Nos.
(B) Double arm bracket 0 2413.90 Nos.
2 Providing Aluminium arm bracket of having 2 sets of suitable
SS304 hardware for fixing the brackets & spread of 1.2 Mtr (Suitable
for 89 to 114 mm pole top dia)
(A) Single arm bracket 0 2234.12 Nos.
(B) Double arm bracket 0 3450.16 Nos.
(C) Triple arm bracket 0 4447.03 Nos.
Supplying and erecting Street light pole bracket comprising main
B Class GI pipe of 4.2 cm/require outside dia. complete with
suitable B Class G.I. sleeve tubing of approx. 45cms.length and
suitable for 76.5mm/80mm/require size of pole top having nuts
and bolts for fixing the brackets and having spread of 0.5 mtr.
Length with 110 deg.with vertical plane and suitable welded
2A stiffener reducer and nipple with check nut complete painted
with one coat.of Red oxide / PU base primer and two coats of
Aluminium / PU paint. paint with following nos of arms.
[A] Single Arm bracket 0.5 Mtr 60 491.87 Nos.
[B] Double Arm Bracket 0.5 Mtr 20 622.16 Nos.
[C] Three Arm Bracket 0.5 Mtr 0 743.36 Nos.
[D] Four Arm Bracket 0.5 Mtr 0 889.81 Nos.
Providing & Constructing M-150/ 1:2:4 CC foundation including
excavation upto 6 Meter Pole ( Foundation size :- 450 X 450 X
(a) for up to 6 m Long pole as above 80 944.00 Nos.
Providing and, fixing heavy duty flange type brass cable gland
with rubber ring for PVC insulated armoured cable complete with
out going tails, insulating tape etc for following size of cables.
(d) 2 to 4 core 10 Sq. mm 160 38.38 Nos.
(e) 2 to 4 core 16 Sq. mm 0 47.47 Nos.
(f) 2 to 4 core 25 Sq. mm 0 51.51 Nos.
Solderless crimping type Aluminium lugs conforming to IS suitable
for cable of following size evenly crimped with high pressure tool &
connected to switchgear terminals with brass/cadmium plated
5 nut bolts in an approved manner.
10 Sq. mm 0 13.13 Nos.
SETC of following size 1.1 kV grade XLPE insulated Aluminium
conductor armoured cable as per detailed specifications, terms &
conditions of the tender: -
(c) 4 core 10 Sq. mm 1500 138.37 Mtr
(d) 4 core 16 Sq. mm 15 151.50 Mtr
(e) 4 core 25 Sq. mm 15 188.87 Mtr
(e) 4 core 35 Sq. mm 15 253.51 Mtr
Providing & laying approved make Double walled corrugated
pipes (DWC) of polyethylene(conforming to IS 14930 II )with
necessary connecting accessories of same material at required
depth for laying of cable. below ground / road surface for
enclosing cable and back filling the same to make ground as per
(A)50 mm dia 1100 62.62 Mtr
(B)90 mm dia 0 95.95 Mtr
Making trench in soft soil of suitable width of 90 cms deep for
laying cable or locating the fault all over the run and backfilling
the same and making the surface as normal ground.
(a) Soft soil/ Kachcha Road 1100 46.46 Mtr
(b) Hard Murrum/ Asphalt Road 0 62.62 Mtr
SETC of PVC/ XLPE insulated ISI marked unarmoured copper cable
1.1 kV grade of following sizes & as per detailed specifications,
terms & conditions of the tender: -
(h) 2.50 Sq.mm 3 core round PVC sheathed 540 73.73 Mtr
Supplying and erecting LED street light / Flood light fittings with
High power White LEDs wattage of 1Watt and above assembled
on single MCPCB, efficiency more than 130 lm/w and corrosion
free High pressure die cast aluminum housing with smooth finish
powder coated and heat sink extruded aluminium with diffuser
and Polycarbonate optics/ lenses with company mark/name
engraved or embossed
120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 5000 K
Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED
driver efficiency > 85 %.
CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux
(U.S.A.) make LED used for luminaire. ( Each type fittings required
LM-79 & LM-80 certificates)
(a) 10 to 12 Watts Cat-lll 0 1195.84 Nos.
(b) 15 to 24 Watts Cat-lll 0 1823.05 Nos.
( c ) Above 24 watts to 36 watts Cat-lll 120 2201.80 Nos.
Supplying and erecting LED street light / Flood light fittings with
High power White LEDs wattage of 3 Watt and above assembled
on single MCPCB, efficiency more than 130 lm/w and corrosion
free High pressure die cast aluminum housing with smooth finish
powder coated and heat sink extruded aluminium with diffuser
and Polycarbonate optics/ lenses, with toughened glass with
company mark/name engraved or embossed 160 to 270 V,Power
Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity
10B ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver
efficiency > 85 %.( fittings required LM-79 & LM-80
certificates)(NOTE: Below description have shown ranges of
Wattage capacity of LED fittings.The Engineer incharge may
select any wattage capacity between the ranges shown.)
(A) Street Light (IP-65), Surge protection -4KV integral and ,Light
must have 440VAC line supply with over-voltage protection. 0 3345.12 Nos.
(i) above 36 to 48 watts
(ii) above 48 to 60 Watts 0 4997.48 Nos.
(C) Post Top Lantern LED fitting comprises of finish cast aluminum
spigot and spun aluminum canopy fixed with opal polycarbonate,
10C pipe arrangement for vertical mounting driver and accessories
wired upto terminal block.IP
(ii)32-40W Cat-lll 0 4,819.72 Nos.
Painting the number and words on streetlight pole and back
ground of colour as per Zone Code as per detailed specifications,
terms & conditions of the tender (Up to 20 characters, Up to
mm Height. & (iii) add for additional each 25 mm Height)
Pipe type Earthing having 150 cms long and 2.5 cms. Dia
galvanised iron pipe with coupling and buch buried in specially 80 368.65 Nos.
prepared earth pit complete with necessary 8 SWG earth wire.
for using salt and charcoal / coke as required for pipe type
Supply and laying of GI "B" grade pipe having following dia. meter
for cable guard as per detailed specifications, terms & conditions
of the tender: -
(d) 50 mm dia. 0 326.23 Mtr
Miniature circuit breaker single pole 0.5 A to 2A suitable to operate
on 240 V A.C. system and having overload and short circuit
tripping elements and breaking capacity 10 KA to be erected in
existing M.S. box confirming to IS 8828/1996 with ISI mark. (For each
Miniature circuit breaker single pole 6A to 32A suitable to operate
on 240 V A.C. system and having overload and short circuit
tripping elements and breaking capacity 10 KA to be erected in 0 299.97 Nos.
existing M.S. box confirming to IS 8828/1996 with ISI mark.
15 SITC of 6 KW capacity One Phase GI Feeder Pillar 2 51300.00 Nos.
SITC of 10 KW Three Phase capacity CCMS 0 62,900.00 Nos.
Providing and erecting HOT deep Galvanised iron strip wire 8 to
Supplying and erecting eartn pit of minimum bore dia. 150 mm.
size, approved make Safe Earthing Electrode, consisting of pipe-in-
pipe trechnology as per IS 3043-1987, made of corrosion free g. i.
pipes, having outer dia. of 50 mm., having 80-200 micron
galvanizing, inner pipe dia. of 25 mm., having 200-250 micron
galvanizing, connection terminal dia. of 12 mm., with constant
ohmic value, surrounded by highly conductive compound with
high charge dissipation, suitable for the following type of
applications. Length of pipe : 3.00 mts. Backfilling compound :
nos. bags of 25 Kgs.
Construction of man holes as per following specifications for
providing passages to lay the cables.
Providing 600 mm(B) x 600 mm(W) X 750 mm(D) manhole
complete with 6" thick brick wall, plastering on both sides and
providing C.I. hinged cover complete in all respect.
(c) LED Bollard fittings of minimum height 1000 mm & dia.100mm
having polycarbonate clear/milky diffuser mounted on 3mm thick
aluminium finished powder coated pipe with base plate
19 160x160mm with erection by M8x75mm fastner with required RCC 10 4,461.17 Nos.
foundation.IP65 for 9 to 20 watt and above ,surge-4kv cat-III
Supplying & erecting approved make press moulded composite
FRP. loop-in, loop-out approx. 2mm thick box complete with
bakelite connector strip 5way (3P+N+E) & hinged doors having
20 locking arrangements with mounting clamp with nuts, bolts & 80 515.10 Nos.
washers suitable for erection on pole with cable clamps& earth
bolt of following size of box.
(b) 250mm x 200mm x 100mm [deep]
8W LED surface Mounted Spike light to be mounted on the
foundation, 3000K, IP65 , CRI>80, CREE LED, ulham/Meanwell etc.
21 complete. 19 3086.56 No.
(Make : Crompton, Philips, Osaram, Havells or equivalent)
Path Finder Light 3000K with Initial input power
1 W, Input Voltage 12 V,Luminous flux tolerance +/-10%, 3000 K,
IK10 [ 20 J vandal-resistant],IP67 [ Dust penetration-protected,
22 watertight] suitabe for grounting on the concrete walkway 19 2852.24 No.
(Make : Crompton, Philips, Osaram, Havells or equivalent)
Supplying and erecting LED indoor fittings with LEDs of wattage
Watt to 0.5 Watt assembled on single MCPCB, with housing used
as a heat sink shall be made of thick sheet Steel conforming to IS:
513/CRCA/aluminium pressure die cast powder coated and high
U.V. & corrosion resistance with diffuser housed in aluminium
casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
23 Luminaire efficacy> 85 lumens/watt
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any wattage capacity
between the ranges shown.)
(G) Step Light having Aluminium die cast and ABS Plastic
material. 80 573.68 No.
(i) 5 watts, Direct/Indirect luminaire, Cat-lll
(D) LED Strip Light
(ii) Minimum 7.2W -240 LED per meter,(2 wire, IP-65) with non 349 220.18 R.Mt.
integral suitable Driver complete
(E) Under Water Light,12V DC including Driver,IP-67 with die-
cast/deep drawn housing with impact resistance clear toughened
glass. 10 847.39 No.
Supply, Erection, Testing & Commissioning of 10 watt LED Bulk
Head luminary, having min. 600 lumen out put, with housing made
of high pressure die cast aluminum & Poly carbonate front diffuser,
IP66 protected & having impact resistance of IK09.
Make: Havells, Bajaj, Crompton, Philips,GE
Contractor Has to submit NABL approved Laboratory LM 79 and
LM 80 Test certificate of model to be offered for confirmation of
above specification.
Supplying and erecting LED indoor fittings with LEDs of wattage
Watt to 0.5 Watt assembled on single MCPCB, with housing used
as a heat sink shall be made of thick sheet Steel conforming to IS:
513/CRCA/aluminium pressure die cast powder coated and high
U.V. & corrosion resistance with diffuser housed in aluminium
casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
25 Luminaire efficacy> 85 lumens/watt
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any wattage capacity
between the ranges shown.)
(F) Spot Light 425 Lumens, Surge-2KV
(For Wall Mural) 50 1,367.54 No.
(ii) 8 to 11 Watts Cat-lll
(I) Adjustable spot light with COB led having aluminium reflector of
following wattage
(ii) 12 Watts 0 966.57 No.
SETC of LED Wall/Pole mounted outdoor type up lighter/ Up-down
Lighter/ Down Lighter as per requirement of Site and as per
selection, any light fixture, Model as per selection from Consultant
Lumen Package : 1000-1500 Lumen
Surge Protection : Minimum 2KV
Each fitting required : LM-79 & LM-80 Certificates NABL approved
company’s or third party’s laboratory)
Voltage: 120 to 300 V,
Power Factor more than: 0.9,
CCT: 2500 to 6500K
LED driver efficiency: > 85 %
Protection Class: IP
Providing & erecting water cooler having storage capacity 150 Ltr.
& cooling capacity 150 Ltr.per hour @ an ambient temp of 45˚ C.
The outlet temp. of the water should drop by 15˚C within a hour,
The water cooler should be comprising of hermetically sealed
compressor, fan motor, condensing unit, water tank surrounded by
evaporating, coil, thermostats, relay etc.complete with necessary
inlet & outlet connection. The body of water cooler will be made
from Stainless Steel.
Supplying & erecting 5 stage single reverse osmosis water
purification system with M.S. powder coated frame, prefilter
housing with 'O' ring presediment filter GAC filter, carbon filter
suitable buster DC pump capacity 80 psi, mention with 40 psi inline
28 type post carbon filter auto low & high pressure switches with 2 24,394.53 Each
following size of storage tank & LPH capacity & erected as
directed [C] 50 Ltr / Hr with 150 psi 2 nos booster pump
Total External Electrification Work
TOTAL AMOUNT FOR DEVELOPMENT
TOTAL AMOUNT FOR DEVELOPMENT
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